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Sample Record for 2025-10-30-67

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Project Information

Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-58.2/R78.4
Work Description: RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location Description: PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Mike Zdenek Structure Rep.: Brandon Thurber

Sample Information

DIME Sample ID: 2025-10-30-67
TL Number from the TL Form: 875191
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2025
The quantity of what the sample constitutes: 1300
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80119B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

RAP Source: WNM Spanish Springs
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-10-30-67-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/01/2025
Date Tested: 11/20/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1.1 %
Aggregate correction factor for the #4 sieve (% passing) 2.3 %
Aggregate correction factor for the #8 sieve (% passing) -1.3 %
Aggregate correction factor for the #16 sieve (% passing) -1.4 %
Aggregate correction factor for the #30 sieve (% passing) -1 %
Aggregate correction factor for the #50 sieve (% passing) no data0 %
Aggregate correction factor for the #100 sieve (% passing) -0.3 %
Aggregate correction factor for the #200 sieve (% passing) 0.9 %
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 100 %
Cumulative percent passing the 3/8 in. sieve 98 %
Cumulative percent passing the #4 sieve 79 %
Cumulative percent passing the #8 sieve 56 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 25 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 13.7 %

Test 2 of 3

DIME Test ID: 2025-10-30-67-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 12/01/2025
Date Tested: 11/19/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb(Uncorrected)=6.43%, Pb=6.26%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3031.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4660.2 g
Mass of HMA Sample prior to ignition 1628.5 g
Corrected Asphalt Binder Content 6.44 %
Mass Loss 107.8 g
Mass of aggregate remaining after ignition 1520.7 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2025-10-30-67-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/01/2025
Date Tested: 11/13/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmmr=2.484
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7331 grams
Mass of oven-dry sample in air for Sample 1 1630.2 grams
Mass of container filled with the sample and water for Sample 1 8304.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.484
Theoretical maximum density at 25°C (77°F) 2476.8 kg/m^3