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Sample Record for 2024-07-31-76

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Project Information

Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-61.0/64.0,70.0/72.2
Work Description: ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-31-76
TL Number from the TL Form: 858505
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: 07/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2024
The quantity of what the sample constitutes: 1 Bag Coldfeed
A brief description of the sample: 1/2-inch Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: D79676B-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)

Material Information

RAP Source: Tullis, Northstate Asphalt, Redding, 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: 2024-07-31-76-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/20/2024
Date Tested: 08/20/2024
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: 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) -0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1 %
Aggregate correction factor for the #4 sieve (% passing) -1 %
Aggregate correction factor for the #8 sieve (% passing) -0.9 %
Aggregate correction factor for the #16 sieve (% passing) -0.8 %
Aggregate correction factor for the #30 sieve (% passing) -1.2 %
Aggregate correction factor for the #50 sieve (% passing) -0.8 %
Aggregate correction factor for the #100 sieve (% passing) -0.7 %
Aggregate correction factor for the #200 sieve (% passing) -0.6 %
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 99 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 50 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 8 %

Test 2 of 3

DIME Test ID: 2024-07-31-76-2
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: 08/20/2024
Date Tested: 08/12/2024
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(uncorrected)=4.96
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 3034.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4757.8 g
Mass of HMA Sample prior to ignition 1723.5 g
Corrected Asphalt Binder Content 4.96 %
Mass Loss 88.5 g
Mass of aggregate remaining after ignition 1635 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2024-07-31-76-3
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: 08/20/2024
Date Tested: 08/14/2024
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: Gmm=2.607
Test Result Compliance: not applicable
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 1697.3 grams
Mass of container filled with the sample and water for Sample 1 8378.6 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.607
Theoretical maximum density at 25°C (77°F) 2599.4 kg/m^3