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Sample Record for 2025-03-25-29

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

Project Information

Project ID: 1000286 DEA: 070W7004 EFIS: 0723000032 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-44.7/48.64
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION
Contractor Name: Interstate Civil Construction
Contractor Address: PO Box 2819, Wrightwood, CA 92397
Resident Engineer: ALI MOHSENZADEH Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-03-25-29
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: 3/4" 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 Irwindale

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: 2025-03-25-29-1
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 84 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 34 %
Cumulative percent passing the #8 sieve 24 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.9 %

Test 2 of 2

DIME Test ID: 2025-03-25-29-2
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 65