Sample Record for 2025-10-07-32
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Project Information
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh
Sample Information
DIME Sample ID: 2025-10-07-32
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: 10/10/2025
The quantity of what the sample constitutes: 4 Bags of Combined Agg, 1 Bag Ea of Hi-Nat & Crum Rubber
A brief description of the sample: PSU, 3/4" RHMA G SP .5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0640G-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan - 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: Belt Cut, Vulcan Sun Valley
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 226108M SVA VLO
Lot number:
Sublot number:
Aggregate Mix Number: 226108M SVA VLO
Test Results
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2025-10-07-32-1 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-2 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-3 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-4 | AASHTO 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) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-5 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-6 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-7 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
| 2025-10-07-32-8 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | 10/10/2025 | Not scheduled | Julius Esonwune | CT D08 - Fontana Southern Regional Laboratory | | |
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