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Sample Record for 2025-06-17-101

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

Project Information

Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-17-101
TL Number from the TL Form:
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: 06/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79907
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)

Material Information

RAP Source: Ward Lake Plant, Litchfield, 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: 2025-06-17-101-1
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: 06/26/2025
Date Tested: 06/23/2025
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)=6.61% Pbr≈5.13
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 3115.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4764.8 g
Mass of HMA Sample prior to ignition 1649.7 g
Corrected Asphalt Binder Content 6.61 %
Mass Loss 112 g
Mass of aggregate remaining after ignition 1537.7 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 2 of 3

DIME Test ID: 2025-06-17-101-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/26/2025
Date Tested: 06/26/2025
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) -0.2 %
Aggregate correction factor for the #4 sieve (% passing) 1.3 %
Aggregate correction factor for the #8 sieve (% passing) 2.8 %
Aggregate correction factor for the #16 sieve (% passing) 3.2 %
Aggregate correction factor for the #30 sieve (% passing) 2.3 %
Aggregate correction factor for the #50 sieve (% passing) 1.3 %
Aggregate correction factor for the #100 sieve (% passing) 0.8 %
Aggregate correction factor for the #200 sieve (% passing) 0.4 %
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 96 %
Cumulative percent passing the #4 sieve 72 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 24 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 12.7 %

Test 3 of 3

DIME Test ID: 2025-06-17-101-3
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: 06/26/2025
Date Tested: 06/19/2025
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: Gmm=2.486
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 7334 grams
Mass of oven-dry sample in air for Sample 1 1637 grams
Mass of container filled with the sample and water for Sample 1 8312.4 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.486
Theoretical maximum density at 25°C (77°F) 2478.8 kg/m^3