Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994418 DEA: 040J5504 EFIS: 0414000012
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-17.2/17.2
Work Description: REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT SIDEWALKS.
Location Description: ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING ROAD UNDERPASS TO PLEASANTON SUNOL ROAD
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Scott Sowko Structure Rep.: Jordan Jarosz
DIME Sample ID: 2026-06-04-134
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: Precast Concrete
Sample Taken Date: 06/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2026
The quantity of what the sample constitutes: 24.0 yrd^3
A brief description of the sample: PCC with Addmixture
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kie-Con Antioch
The concrete mix design number: KMS-9025S05C
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 127560
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TuckerBilt
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-06-04-134-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/02/2026
Date Tested: 07/02/2026
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: Design 4 kips
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)
|
7970 psi
|
|
Maximum load on cylinder 1
|
118610 lb
|
|
Maximum load on cylinder 2
|
103985 lb
|
|
Maximum load on cylinder 3
|
77795 lb
|
|
Compressive strength of cylinder 1
|
9440.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
8270.0 psi
|
|
Compressive strength of cylinder 3
|
6190 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
