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Sample Record for 2025-05-29-93

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Project Information

Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-29-93
TL Number from the TL Form: 897049
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: 05/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
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: D79896
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: 2025-05-29-93-1
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: 07/01/2025
Date Tested: 06/05/2025
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)=6.76%, Pbr≈5.61%
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 3039.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4684.9 g
Mass of HMA Sample prior to ignition 1645.8 g
Corrected Asphalt Binder Content 6.76 %
Mass Loss 114.3 g
Mass of aggregate remaining after ignition 1531.5 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: 2025-05-29-93-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/01/2025
Date Tested: 06/09/2025
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:
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 96 %
Cumulative percent passing the #4 sieve 73 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 40 %
Cumulative percent passing the #30 sieve 30 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 12 %

Test 3 of 3

DIME Test ID: 2025-05-29-93-3
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: 07/01/2025
Date Tested: 06/02/2025
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, Gser≈2.707
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 2539.8 grams
Mass of container filled with the sample and water for Sample 1 8849.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.484
Theoretical maximum density at 25°C (77°F) 2476.8 kg/m^3