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Sample Record for 2026-06-25-96

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Project Information

Project ID: 1000786 DEA: 081J4504 EFIS: 0818000043 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-243-0.0/29.7
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY FROM ROUTE 74 AT MOUNTAIN CENTER TO ROUTE 10 IN BANNING
Contractor Name: ALL AMERICAN ASPHALT
Contractor Address: 400 EAST 6TH ST, CORONA, CA 92879
Resident Engineer: Md Rahman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-25-96
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2026
The quantity of what the sample constitutes: 1 bag cold feed aggregates
A brief description of the sample: 3/4" WMA-A PG64-16 R15
From where was the sample collected: Manufacturer
Laboratory sample identification: L-2, SL-28
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA - Perris

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0005
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: 2
Sublot number: 28
Aggregate Mix Number: 103819

Test Results

Test

DIME Test ID: 2026-06-25-96-1
Test Method: AASHTO T255-0: Standard Method of Test for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 07/03/2026
Date Tested: 06/26/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Total evaporable moisture content 1.9 %

Test

DIME Test ID: 2026-06-25-96-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/03/2026
Date Tested: 06/26/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
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 96 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 20 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.3 %

Test

DIME Test ID: 2026-06-25-96-3
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: 07/03/2026
Date Tested: 06/26/2026
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 67