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Sample Record for 2025-05-08-67

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Project Information

Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-0.74/11.0
Work Description: PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location Description: LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Tooraj Yegan

Sample Information

DIME Sample ID: 2025-05-08-67
TL Number from the TL Form: 859030
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: 05/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79866
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA)

Material Information

RAP Source: Ward Lake Plant
Aggregate Size: 3/8-inch
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: 2025-05-08-67-1
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: 05/20/2025
Date Tested: 05/12/2025
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)=7.54%, Pbr≈6.39%
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 3026.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4603.7 g
Mass of HMA Sample prior to ignition 1577.1 g
Corrected Asphalt Binder Content 7.54 %
Mass Loss 121.9 g
Mass of aggregate remaining after ignition 1455.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2025-05-08-67-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/20/2025
Date Tested: 05/13/2025
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:
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) 0.3 %
Aggregate correction factor for the #8 sieve (% passing) -0.1 %
Aggregate correction factor for the #16 sieve (% passing) -0.5 %
Aggregate correction factor for the #30 sieve (% passing) -0.6 %
Aggregate correction factor for the #50 sieve (% passing) 0.1 %
Aggregate correction factor for the #100 sieve (% passing) -0.1 %
Aggregate correction factor for the #200 sieve (% passing) -0.1 %
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 99 %
Cumulative percent passing the #4 sieve 79 %
Cumulative percent passing the #8 sieve 59 %
Cumulative percent passing the #16 sieve 44 %
Cumulative percent passing the #30 sieve 34 %
Cumulative percent passing the #50 sieve 26 %
Cumulative percent passing the #100 sieve 19 %
Cumulative percent passing the #200 sieve 13.7 %

Test 3 of 3

DIME Test ID: 2025-05-08-67-3
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: 05/20/2025
Date Tested: 05/09/2025
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=2.476, Gser≈2.734
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 7332.2 grams
Mass of oven-dry sample in air for Sample 1 2509.4 grams
Mass of container filled with the sample and water for Sample 1 8828.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.476
Theoretical maximum density at 25°C (77°F) 2468.8 kg/m^3