Print Report | Back to Sample Detail

Sample Record for 2026-01-12-11

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya

Sample Information

DIME Sample ID: 2026-01-12-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2025
The quantity of what the sample constitutes: 28 CY
A brief description of the sample: Soundwall 4 Barrier
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland Tulare

Material Information

The concrete mix design number: 163457
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 272312
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Soundwall 4 Expansion Joint 1 and 3 starting from higher elevation to lower.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2026-01-12-11-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/11/2026
Date Tested: 02/09/2026
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2026-01-12-11-1CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders01/13/2026Not scheduledBandy AhmedCT D06 - Millbrook Field Laboratory
2026-01-12-11-2CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders01/13/2026Not scheduledBandy AhmedCT D06 - Millbrook Field LaboratoryRequired strenght 3600 psi @ 28 days
2026-01-12-11-3CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders01/13/2026Not scheduledBandy AhmedCT D06 - Millbrook Field Laboratory
2026-01-12-11-4CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders01/13/2026Not scheduledBandy AhmedCT D06 - Millbrook Field LaboratoryRequired strenght 3600 psi @ 28 days
2026-01-12-11-5CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders01/13/2026Not scheduledBandy AhmedCT D06 - Millbrook Field Laboratory