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Sample Record for 2025-03-25-28

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

Project Information

Project ID: 1000208 DEA: 07346004 EFIS: 0718000070 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-11.0/23.5
Work Description: CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE
Contractor Name: YAKAR
Contractor Address: Unknown
Resident Engineer: VLADIMIR GURFINKEL Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-03-25-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2025
The quantity of what the sample constitutes: 1 bag coldfeed
A brief description of the sample: WMA Cold Feed Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Company Sun Valley

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0035
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: conveyor belt
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2025-03-25-28-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/11/2025
Date Tested: 03/27/2025
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 26 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.3 %

Test 2 of 2

DIME Test ID: 2025-03-25-28-4
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 04/11/2025
Date Tested: 03/27/2025
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 80

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-03-25-28-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)04/01/2025Not scheduledAvo KarajianCT D07 - Plant Services
2025-03-25-28-2AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)04/01/2025Not scheduledAvo KarajianCT D07 - Plant Services