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Sample Record for 2026-08-11-86

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

Project Information

Project ID: 1002260 DEA: 081N8104 EFIS: 0823000050 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R135.9/R143.8
Work Description: RHMA-open graded (OGFC), cold plane AC Pvmt, & replace AC Surf.
Location Description:
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: 2026-08-11-86
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: 08/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2026
The quantity of what the sample constitutes: RHMA-G
A brief description of the sample: 1/2" RHMA-G 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0521G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 9
HMA Mix Number: 300191 LSM
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: 2026-08-11-86-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/25/2026
Date Tested: 08/18/2026
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 & #200 - Out of Range
Test Result Compliance:
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 100 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 28 %
Cumulative percent passing the #8 sieve 20 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.1 %