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Sample Record for 2025-11-03-72

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Project Information

Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,5-L47.4,R45.5/R46.0
Work Description: NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location Description: SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 Swetzer Road, Loomis, CA 95650
Resident Engineer: Henry Austin Structure Rep.: Carlos Paz

Sample Information

DIME Sample ID: 2025-11-03-72
TL Number from the TL Form: 877608
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 Bags RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80115B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

RAP Source: Fawndale Rock and Asphalt, Redding, CA
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: 2025-11-03-72-1
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: 11/07/2025
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=2.601
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 Mechanical Agitation - Method A
Mass of container filled with water 1 7331 grams
Mass of oven-dry sample in air for Sample 1 2645.6 grams
Mass of container filled with the sample and water for Sample 1 8959.6 grams
Temperature of Water 78.3 °F
Specific Gravity for Sample 1 2.601
Theoretical maximum density at 25°C (77°F) 2593 kg/m^3

Test 2 of 3

DIME Test ID: 2025-11-03-72-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/26/2025
Date Tested: 11/19/2025
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:
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) -1.3 %
Aggregate correction factor for the #4 sieve (% passing) 2 %
Aggregate correction factor for the #8 sieve (% passing) 1.3 %
Aggregate correction factor for the #16 sieve (% passing) no data0 %
Aggregate correction factor for the #30 sieve (% passing) -0.7 %
Aggregate correction factor for the #50 sieve (% passing) -2.7 %
Aggregate correction factor for the #100 sieve (% passing) -3 %
Aggregate correction factor for the #200 sieve (% passing) -2.9 %
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 55 %
Cumulative percent passing the #16 sieve 40 %
Cumulative percent passing the #30 sieve 30 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.3 %

Test 3 of 3

DIME Test ID: 2025-11-03-72-3
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: 11/26/2025
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)=6.05, Pbr=5.03
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 3157 g
Mass of the specimen and specimen basket assembly prior to ignition 5237.2 g
Mass of HMA Sample prior to ignition 2080.2 g
Corrected Asphalt Binder Content 6.05 %
Mass Loss 128.7 g
Mass of aggregate remaining after ignition 1951.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C