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Sample Record for 2026-09-03-36

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

Project Information

Project ID: 1001308 DEA: 081L1804 EFIS: 0819000162 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91-13.5/16.8
Work Description: JPCP (RSC), INDIVIDUAL SLAB REPLACEMENT (RSC) & RUBBERIZED HMA.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM 0.6 MILE WEST OF VAN BUREN BOULEVARD OVERCROSSING TO 0.2 MILE EAST OF MADISON STREET UNDERCROSSING.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Michael St Jacques Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-03-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9098293350
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2026
The quantity of what the sample constitutes: 113.10 Tons @ 11:13pm
A brief description of the sample: RWMA-G SP 3/4"
From where was the sample collected: Manufacturer
Laboratory sample identification: 0558G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Company — Corona Drum Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226110 CORD SJR
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: 2026-09-03-36-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/16/2026
Date Tested: 09/16/2026
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: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test:
Test Result Compliance: does not comply
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) -0.2 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.5 %
Aggregate correction factor for the #4 sieve (% passing) -0.2 %
Aggregate correction factor for the #8 sieve (% passing) -0.1 %
Aggregate correction factor for the #16 sieve (% passing) 1.1 %
Aggregate correction factor for the #30 sieve (% passing) 1 %
Aggregate correction factor for the #50 sieve (% passing) 0.6 %
Aggregate correction factor for the #100 sieve (% passing) 0.2 %
Aggregate correction factor for the #200 sieve (% passing) 0.3 %
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 95 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 66 %
Cumulative percent passing the #4 sieve 34 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.6 %