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Sample Record for 2026-07-07-83

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

Project Information

Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-27.5/34.3
Work Description: RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 12200 Bloomfield Avenue, Santa Fe Springs, CA 90670
Resident Engineer: Omar Sanchez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-07-07-83
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2026
The quantity of what the sample constitutes: 179.27 Tons @ 08:38am
A brief description of the sample: RHMA-G SP 3/4"
From where was the sample collected: Job Site
Laboratory sample identification: 0394G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta — Lake Elsinore

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53418180T3
Binder content (%): 7.7
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-07-07-83-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/15/2026
Date Tested: 07/13/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.1 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.5 %
Aggregate correction factor for the #4 sieve (% passing) 0.1 %
Aggregate correction factor for the #8 sieve (% passing) -0.2 %
Aggregate correction factor for the #16 sieve (% passing) -0.3 %
Aggregate correction factor for the #30 sieve (% passing) -0.4 %
Aggregate correction factor for the #50 sieve (% passing) -0.3 %
Aggregate correction factor for the #100 sieve (% passing) -0.2 %
Aggregate correction factor for the #200 sieve (% passing) 0.1 %
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 97 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 5.1 %