Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000783 DEA: 041Q7004 EFIS: 0418000319
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-22.8/32.8
Work Description: REPLACE BRIDGE RAILING AND GUARDRAIL, & RECONSTRUCT SIDEWALK.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM MENDOCINO AVENUE OVERCROSSING TO LIMERICK LANE OVERCROSSING
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Leonard Brajnikoff Structure Rep.: Nick Abuhamdieh
DIME Sample ID: 2025-09-11-3
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: 09/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
The quantity of what the sample constitutes: 30CY
A brief description of the sample: concrete for Shiloh Sidewalk pour
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Superior Supplies Ready Mix
The concrete mix design number: 590CR2
The truck number from where the sample was collected: 61
The batch plant ticket number from where the sample was collected: 312209
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-09-11-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/10/2025
Date Tested: 10/09/2025
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:
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
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4220 psi
|
|
Maximum load on cylinder 1
|
53516 lb
|
|
Maximum load on cylinder 2
|
49739 lb
|
|
Maximum load on cylinder 3
|
56727 lb
|
|
Compressive strength of cylinder 1
|
4237.2 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
3938.2 psi
|
|
Compressive strength of cylinder 3
|
4491.4 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
|
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
|
