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Sample Record for 2024-07-28-12

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Project Information

Project ID: 995055 DEA: 024H0504 EFIS: 0218000080 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-273,299-18.5/18.7,24.1/30.3
Work Description: PLACE RHMA, HMA, MINOR CONCRETE, AND REPLACE AC SURFACING.
Location Description: SHASTA COUNTY IN AND NEAR REDDING ON ROUTE 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE WEST OF HILLTOP DRIVE TO 0.1 MILE EAST OF HOOTENANNY LANE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nathan Alexander Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2024-07-28-12
TL Number from the TL Form: 853419
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: 07/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2024
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79662B
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-07-28-12-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 08/26/2024. The corrected test ID is: 2024-07-28-12-4
Reason: retested

Test 2 of 5

DIME Test ID: 2024-07-28-12-2
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: 08/26/2024
Date Tested: 08/01/2024
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=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 4822.8 g
Mass of HMA Sample prior to ignition 1788.5 g
Corrected Asphalt Binder Content 4.96 %
Mass Loss 91.7 g
Mass of aggregate remaining after ignition 1696.8 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 5

DIME Test ID: 2024-07-28-12-3
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 08/26/2024. The corrected test ID is: 2024-07-28-12-5
Reason: retested

Test 4 of 5

DIME Test ID: 2024-07-28-12-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/27/2024
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:
The test was superseded from test ID: 2024-07-28-12-1
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 84 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 38 %
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 5 of 5

DIME Test ID: 2024-07-28-12-5
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/27/2024
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: Gmmr=2.605
The test was superseded from test ID: 2024-07-28-12-3
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1861.6 grams
Mass of container filled with the sample and water for Sample 1 8479.4 grams
Temperature of Water 24.4 °F
Specific Gravity for Sample 1 2.605
Theoretical maximum density at 25°C (77°F) 2597 kg/m^3