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: 2025-01-31-10
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: 01/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2025
The quantity of what the sample constitutes: 565 lbs cement/ cy
A brief description of the sample: solider pile concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valentine
The concrete mix design number: N/A
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: 2025-01-31-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/28/2025
Date Tested: 02/28/2025
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:
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
|
|
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)
|
4940 psi
|
|
Maximum load on cylinder 1
|
62630 lb
|
|
Maximum load on cylinder 2
|
60725 lb
|
|
Maximum load on cylinder 3
|
64765 lb
|
|
Compressive strength of cylinder 1
|
4932.7 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4782.6 psi
|
|
Compressive strength of cylinder 3
|
5100.8 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
0.99
|
|
Correction factor for cylinder 2
|
0.99
|
|
Correction factor for cylinder 3
|
0.99
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
