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Sample Record for 2025-06-24-52

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

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: 2025-06-24-52
TL Number from the TL Form: 877790
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: 06/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2025
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: D79921B
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: 2025-06-24-52-1
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: 07/02/2025
Date Tested: 07/02/2025
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: Pbr (uncorrected)=6.85%
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 3017 g
Mass of the specimen and specimen basket assembly prior to ignition 4659.5 g
Mass of HMA Sample prior to ignition 1642.5 g
Corrected Asphalt Binder Content 6.86 %
Mass Loss 115.6 g
Mass of aggregate remaining after ignition 1526.9 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: 2025-06-24-52-2
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: 07/02/2025
Date Tested: 06/30/2025
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=2.482
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 1553.3 grams
Mass of container filled with the sample and water for Sample 1 8261.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.482
Theoretical maximum density at 25°C (77°F) 2474.8 kg/m^3

Test 3 of 3

DIME Test ID: 2025-06-24-52-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/02/2025
Date Tested: 07/02/2025
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:
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) -0.6 %
Aggregate correction factor for the #4 sieve (% passing) -1.7 %
Aggregate correction factor for the #8 sieve (% passing) -3 %
Aggregate correction factor for the #16 sieve (% passing) -2.9 %
Aggregate correction factor for the #30 sieve (% passing) -2.9 %
Aggregate correction factor for the #50 sieve (% passing) -2.9 %
Aggregate correction factor for the #100 sieve (% passing) -2.6 %
Aggregate correction factor for the #200 sieve (% passing) -2.1 %
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 95 %
Cumulative percent passing the #4 sieve 70 %
Cumulative percent passing the #8 sieve 50 %
Cumulative percent passing the #16 sieve 37 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10 %