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Sample Record for 2025-10-07-44

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Project Information

Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R134.0/R156.5
Work Description: PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location Description: RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 19062 San Jose Avenue, LA Puente, CA 91748
Resident Engineer: Ryan Espoy (cc on Reports) Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2025-10-07-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 10/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2025
The quantity of what the sample constitutes: 8 Bags Virgin Agg, 2 bags comb LT Agg, 1 Bag Crumb Rubber Scrap, 1 bag Hi-Nat
A brief description of the sample: PSUE 1/2" RHMA-G-SP 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0642G-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CRM of Amer, HF Sinclair, LHoist, Fisher Sand and Gravel

Material Information

Source Identification (SMARA, name of Pit or Job Site): Fisher Sand and Gravel Company
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: belt cut at FISHER SAND AND GRAVEL TEMPE AZ
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: 530AKR
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-10-07-44-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-2AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-4AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-5AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-6AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-7AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory
2025-10-07-44-8ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)10/13/2025Not scheduledRonica BhuyianCT D08 - Fontana Southern Regional Laboratory