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Sample Record for 2022-08-11-53

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

Project Information

Project ID: 993439 DEA: 022J4204 EFIS: 0221000076 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-R26.3/29.8
Work Description: HMA OVERLAY AND REPLACE AC SURFACING.
Location Description: TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-11-53
TL Number from the TL Form: 858102
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: 08/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79125B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

RAP Source: Combined RAP from Northstate Stockpile
Aggregate Size: 3/8 inch
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-08-11-53-1
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: 08/26/2022
Date Tested: 08/15/2022
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: 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 7335.8 grams
Mass of oven-dry sample in air for Sample 1 1555.9 grams
Mass of container filled with the sample and water for Sample 1 8271.2 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.507
Theoretical maximum density at 25°C (77°F) 156.0 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-08-11-53-2
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: 08/26/2022
Date Tested: 08/15/2022
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: Uncorrected
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 6.50 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2022-08-11-53-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/26/2022
Date Tested: 08/16/2022
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: Uncorrected
Test Result Compliance: not applicable
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 100 %
Cumulative percent passing the 3/8 in. sieve 99.4 %
Cumulative percent passing the 1/4 in. sieve 89 %
Cumulative percent passing the #4 sieve 79.2 %
Cumulative percent passing the #8 sieve 57.7 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 29.3 %
Cumulative percent passing the #50 sieve 21.3 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 12.6 %