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Sample Record for 2022-07-11-59

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

Project Information

Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-R48.0/51.0
Work Description: HMA OVERLAY AND REPLACE AC SURFACING.
Location Description: SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-11-59
TL Number from the TL Form: 891178
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79084B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Tullis, Northstate Asphalt, Redding, CA
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-07-11-59-1
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: 07/28/2022
Date Tested: 07/14/2022
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: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.7 grams
Mass of oven-dry sample in air for Sample 1 2575.3 grams
Mass of container filled with the sample and water for Sample 1 8907.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.566
Theoretical maximum density at 25°C (77°F) 159.7 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-07-11-59-2
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: 07/28/2022
Date Tested: 07/14/2022
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.67 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2022-07-11-59-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/28/2022
Date Tested: 07/15/2022
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? No
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 85.1 %
Cumulative percent passing the 3/8 in. sieve 67.5 %
Cumulative percent passing the 1/4 in. sieve 51.4 %
Cumulative percent passing the #4 sieve 44.8 %
Cumulative percent passing the #8 sieve 32.2 %
Cumulative percent passing the #16 sieve 23.6 %
Cumulative percent passing the #30 sieve 17.8 %
Cumulative percent passing the #50 sieve 13.5 %
Cumulative percent passing the #100 sieve 10.3 %
Cumulative percent passing the #200 sieve 8 %