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Sample Record for 2025-10-28-94

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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: 2025-10-28-94
TL Number from the TL Form: 875188
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: 10/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2025
The quantity of what the sample constitutes: 200 tons
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80117B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV)

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): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-10-28-94-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/26/2025
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=2.458
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7331 grams
Mass of oven-dry sample in air for Sample 1 1667 grams
Mass of container filled with the sample and water for Sample 1 8319.7 grams
Temperature of Water 77.5 °F
Specific Gravity for Sample 1 2.458
Theoretical maximum density at 25°C (77°F) 2451 kg/m^3

Test 2 of 4

DIME Test ID: 2025-10-28-94-2
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)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 12/09/2025. The corrected test ID is: 2025-10-28-94-4
Reason: retested

Test 3 of 4

DIME Test ID: 2025-10-28-94-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/26/2025
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 84 %
Cumulative percent passing the #8 sieve 62 %
Cumulative percent passing the #16 sieve 47 %
Cumulative percent passing the #30 sieve 36 %
Cumulative percent passing the #50 sieve 27 %
Cumulative percent passing the #100 sieve 19 %
Cumulative percent passing the #200 sieve 15 %

Test 4 of 4

DIME Test ID: 2025-10-28-94-4
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: 12/09/2025
Date Tested: 11/18/2025
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: Pbr(uncorrected)=6.95%, Pbr≈6.77%
The test was superseded from test ID: 2025-10-28-94-2
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 3032.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4687.4 g
Mass of HMA Sample prior to ignition 1655.1 g
Corrected Asphalt Binder Content 6.95 %
Mass Loss 118 g
Mass of aggregate remaining after ignition 1537.1 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C