Sample Record for 2025-06-19-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001009 DEA: 043X0504 EFIS: 0425000193
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116-10.4
Work Description: Apply traffic control systems, remove dirt and debris from slide, install RSP, drainage, erosion control, and reestablish MGS System.
Location Description: In Sonoma County on State Route 116 at PM 10.4 near Montesano.
Contractor Name: Piazza Construction (James Piazza)
Contractor Address: P.O. Box 573, Penngrove, CA 94951
Resident Engineer: Lenard Brajnikoff Structure Rep.: Nick Abuhamdieh
Sample Information
DIME Sample ID: 2025-06-19-32
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: 06/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2025
The quantity of what the sample constitutes: 17CY
A brief description of the sample: Wheeler cap
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Canyon Rock
Material Information
The concrete mix design number: 72105003R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1727585
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2025-06-19-32-3
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Santa Rosa
Organization Address: 4030 Occidental, Building B,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95401
Organization Email: james.cook@dot.ca.gov
Organization Phone: (707) 974-2571
Data has not been verified.
Test 2 of 4
DIME Test ID: 2025-06-19-32-4
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Santa Rosa
Organization Address: 4030 Occidental, Building B,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95401
Organization Email: james.cook@dot.ca.gov
Organization Phone: (707) 974-2571
Data has not been verified.
Test 3 of 4
DIME Test ID: 2025-06-19-32-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/07/2025
Date Tested: 07/03/2025
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
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
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)
|
5050 psi
|
|
Maximum load on cylinder 1
|
68643 lb
|
|
Maximum load on cylinder 2
|
59819 lb
|
|
Maximum load on cylinder 3
|
61844 lb
|
|
Compressive strength of cylinder 1
|
5460.0 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
4760.0 psi
|
|
Compressive strength of cylinder 3
|
4920 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
|
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Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 4 of 4
DIME Test ID: 2025-06-19-32-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/17/2025
Date Tested: 07/17/2025
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: Results for DIME# 2025-06-19-32-1 from Kleinfelder Hayword. Lab was incorrectly assigned to Santa Rosa
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
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.63 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)
|
5990 psi
|
|
Maximum load on cylinder 1
|
77575 lb
|
|
Maximum load on cylinder 2
|
75851 lb
|
|
Maximum load on cylinder 3
|
72669 lb
|
|
Compressive strength of cylinder 1
|
6142.1 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6034.3 psi
|
|
Compressive strength of cylinder 3
|
5781.1 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2025-06-19-32-1 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 06/23/2025 | 07/17/2025 | Jose Calderon Mares | CT SC - 3672 - Santa Rosa | Please break one specimen at 14 days and the other at 28 days | |
135480
