Sample Record for 2025-08-24-35
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000480 DEA: 040Q05U4 EFIS: 0421000140
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-R16.8/R23.3
Work Description: EXCAVATION, HMA, DRAINAGE, RSP, SIGNING, MGS, & VEGETATION CONTROL.
Location Description: SANTA CLARA COUNTY NEAR GILROY AT VARIOUS LOCATIONS FROM 1.9 MILES EAST OF BLOOMFIELD AVENUE TO 0.1 MILE WEST OF CASA DE FRUTA UNDERCROSSING
Contractor Name: PACIFIC INFRASTRUCTURE CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Gene Malonzo Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-08-24-35
TL Number from the TL Form: SJ-082425-1
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 08/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2025
The quantity of what the sample constitutes: 4 Bags Agg
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: D04-SE-25-087
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GraniteRock-Aromas Drum
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-35-0012
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: Conveyer Belt-HMA Plant
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: 937
Test Results
Test 1 of 4
DIME Test ID: 2025-08-24-35-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 2 of 4
DIME Test ID: 2025-08-24-35-2
Test Method: 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)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 3 of 4
DIME Test ID: 2025-08-24-35-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 4 of 4
DIME Test ID: 2025-08-24-35-4
Test Method: 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)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
