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Sample Record for 2021-06-21-69

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Project Information

Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Joel Gasik Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2021-06-21-69
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of combined RAP (3/8-inch) for use in 3/4-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D78851B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
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: 2021-06-21-69-1
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: 01/25/2022
Date Tested: 06/23/2021
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 ≈ 5.67%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1648.6 g
Corrected Asphalt Binder Content 6.42 %
Mass Loss no data
Mass of aggregate remaining after ignition 1542.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-06-21-69-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/25/2022
Date Tested: 06/24/2021
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 100 %
Cumulative percent passing the 3/8 in. sieve 99.7 %
Cumulative percent passing the 1/4 in. sieve 88.9 %
Cumulative percent passing the #4 sieve 77.2 %
Cumulative percent passing the #8 sieve 54.5 %
Cumulative percent passing the #16 sieve 38.7 %
Cumulative percent passing the #30 sieve 28.3 %
Cumulative percent passing the #50 sieve 20.9 %
Cumulative percent passing the #100 sieve 15.5 %
Cumulative percent passing the #200 sieve 11.9 %

Test 3 of 3

DIME Test ID: 2021-06-21-69-3
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: 01/25/2022
Date Tested: 06/23/2021
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: Gser ≈ 2.797
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 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1645.1 grams
Mass of container filled with the sample and water for Sample 1 8336.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.549
Theoretical maximum density at 25°C (77°F) no data