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Sample Record for 2024-08-19-65

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Project Information

Project ID: 1000003 DEA: 024J8404 EFIS: 0223000079 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-76.0/92.0
Work Description: ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: LASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD
Contractor Name: VSS INTERNATIONAL, INC.
Contractor Address: 3785 CHANNEL DRIVE, WEST SACRAMENTO, CA 95691
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-19-65
TL Number from the TL Form: 858129
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: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2024
The quantity of what the sample constitutes: 2 Bags Coldfeed RAP
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79694B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)

Material Information

RAP Source: Hat Creek Construction and Materials, 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): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-08-19-65-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/05/2024
Date Tested: 08/28/2024
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:
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 99 %
Cumulative percent passing the #4 sieve 65 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 34 %
Cumulative percent passing the #30 sieve 25 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.5 %

Test 2 of 4

DIME Test ID: 2024-08-19-65-2
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: 09/05/2024
Date Tested: 08/26/2024
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=6.34
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 3112.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4790.3 g
Mass of HMA Sample prior to ignition 1678 g
Corrected Asphalt Binder Content 6.33 %
Mass Loss 109.3 g
Mass of aggregate remaining after ignition 1568.7 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 3 of 4

DIME Test ID: 2024-08-19-65-3
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: 09/05/2024
Date Tested: 09/05/2024
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=2.500
Test Result Compliance: does not comply
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 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1557.4 grams
Mass of container filled with the sample and water for Sample 1 8266.7 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.5
Theoretical maximum density at 25°C (77°F) 2492.8 kg/m^3

Test 4 of 4

DIME Test ID: 2024-08-19-65-4
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: 09/05/2024
Date Tested: 08/29/2024
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: Re-Run Gmmr=2.507
Test Result Compliance: does not comply
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 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1592.5 grams
Mass of container filled with the sample and water for Sample 1 8289.6 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.507
Theoretical maximum density at 25°C (77°F) 2499.7 kg/m^3