Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000276 DEA: 043Y8904 EFIS: 0423000327
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-29.77-33.45
Work Description: Slipout and drainage repairs.
Location Description: In Napa County from 1.8 Mile to 5.6 mile east of Wragg Creek bridge.
Contractor Name: Valentine Corporation (Megan Shalvis)
Contractor Address: 111 Pelican Way, San Rafael, CA 94901
Resident Engineer: Paramdeep Brar Structure Rep.: Mohammad Nasim
DIME Sample ID: 2025-07-08-67
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2025
The quantity of what the sample constitutes: 125
A brief description of the sample: Cemex cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Retaining Wall No.2
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: D20115E1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 135999
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-07-08-67-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/06/2025
Date Tested: 08/05/2025
Submitted By Organization: Kleinfelder - Hayward
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: samples delivered to Vallejo Lab on 08-01-2025. Samples 1-3 of 6
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
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
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Average diameter of cylinder 2
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4.02 in
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Average diameter of cylinder 3
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4.01 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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12.69 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
|
4170 psi
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Maximum load on cylinder 1
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49640 lb
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Maximum load on cylinder 2
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54389 lb
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Maximum load on cylinder 3
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54066 lb
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Compressive strength of cylinder 1
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3949.1 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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4286.0 psi
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|
Compressive strength of cylinder 3
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4280.8 psi
|
|
Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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3
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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
|
28 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2025-07-08-67-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/06/2025
Date Tested: 08/05/2025
Submitted By Organization: Kleinfelder - Hayward
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: samples delivered to Vallejo Lab on 08-01-2025. Samples 4-6 of 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?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.02 in
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|
Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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3960 psi
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Maximum load on cylinder 1
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49026 lb
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Maximum load on cylinder 2
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50973 lb
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Maximum load on cylinder 3
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50212 lb
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Compressive strength of cylinder 1
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3881.7 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4035.9 psi
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|
Compressive strength of cylinder 3
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3956.8 psi
|
|
Type of fracture pattern of cylinder 2
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5
|
|
Type of fracture pattern of cylinder 3
|
3
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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
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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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