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Sample Record for 2026-04-15-56

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

Project Information

Project ID: 1001468 DEA: 081L2404 EFIS: 0819000167 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-95-R57.2/64.5
Work Description: RHMA (GAP GRADED), REPLACE AC SURFACING, AND COLD PLANE AC PVMT.
Location Description: SAN BERNARDINO COUNTY NEAR NEEDLES FROM ROUTE 40/95 SEPARATION TO 0.5 MILE NORTH OF GOFFS ROAD
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Anthony Doan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-15-56
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: Hot Mix Asphalt
Sample Taken Date: 04/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2026
The quantity of what the sample constitutes: HMA boxes, Agg bag
A brief description of the sample: 3/4" RHMA Type - G
From where was the sample collected: Manufacturer
Laboratory sample identification: 0192G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 300072
Binder content (%): 0.0
Virgin binder PG:
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-04-15-56-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/30/2026
Date Tested: 04/15/2026
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: Sieves: 3/8", #4, #8
Test Result Compliance: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
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 94 %
Cumulative percent passing the 1/2 in. sieve 89 %
Cumulative percent passing the 3/8 in. sieve 75 %
Cumulative percent passing the #4 sieve 37 %
Cumulative percent passing the #8 sieve 22 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.7 %