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Sample Record for 2021-06-14-33

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Project Information

Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Work Description: ASPHALT RUBBER CHIP SEAL.
Location Description: MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-14-33
TL Number from the TL Form: 853348
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: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of 3/8-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78844D
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA)

Material Information

RAP Source: Eagle Peak Rock and Paving, Alturas Plant, Alturas, CA
Aggregate Size: 3/8-inch
Aggregate Source: Eagle Peak
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-14-33-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/30/2021
Date Tested: 06/16/2021
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 98.8 %
Cumulative percent passing the 3/8 in. sieve 93 %
Cumulative percent passing the 1/4 in. sieve 78.5 %
Cumulative percent passing the #4 sieve 68.7 %
Cumulative percent passing the #8 sieve 48.7 %
Cumulative percent passing the #16 sieve 34.1 %
Cumulative percent passing the #30 sieve 25.2 %
Cumulative percent passing the #50 sieve 18.6 %
Cumulative percent passing the #100 sieve 13.2 %
Cumulative percent passing the #200 sieve 9.6 %

Test 2 of 3

DIME Test ID: 2021-06-14-33-2
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: 12/30/2021
Date Tested: 06/16/2021
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: does not comply
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 1658.7 grams
Mass of container filled with the sample and water for Sample 1 8331.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.498
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-06-14-33-3
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: 12/30/2021
Date Tested: 06/16/2021
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: 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 7.38 %
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