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Sample Record for 2024-11-06-45

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Project Information

Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-8.7/12.9
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING.
Location Description: PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-06-45
TL Number from the TL Form: 848921
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: 11/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2024
The quantity of what the sample constitutes: 1 Bag RAP
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79769B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction - Sierra Cascade Aggregate and Asphalt Products - Chester, CA

Material Information

RAP Source: Dig It Construction
Aggregate Size:
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: 2024-11-06-45-1
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: 11/18/2024
Date Tested: 11/13/2024
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(Uncorrected)=5.77
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 3113.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4521 g
Mass of HMA Sample prior to ignition 1407.7 g
Corrected Asphalt Binder Content 5.77 %
Mass Loss 84.2 g
Mass of aggregate remaining after ignition 1323.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.21 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-11-06-45-2
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: 11/18/2024
Date Tested: 11/12/2024
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=2.519
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 Mechanical Agitation - Method A
Mass of container filled with water 1 7331.7 grams
Mass of oven-dry sample in air for Sample 1 1674.4 grams
Mass of container filled with the sample and water for Sample 1 8341.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.519
Theoretical maximum density at 25°C (77°F) 2512 kg/m^3

Test 3 of 3

DIME Test ID: 2024-11-06-45-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/18/2024
Date Tested: 11/18/2024
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:
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) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.9 %
Aggregate correction factor for the #4 sieve (% passing) 4.1 %
Aggregate correction factor for the #8 sieve (% passing) 2.2 %
Aggregate correction factor for the #16 sieve (% passing) 1.4 %
Aggregate correction factor for the #30 sieve (% passing) 0.8 %
Aggregate correction factor for the #50 sieve (% passing) 0.1 %
Aggregate correction factor for the #100 sieve (% passing) -0.3 %
Aggregate correction factor for the #200 sieve (% passing) -0.3 %
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 100 %
Cumulative percent passing the #4 sieve 78 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 38 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 8.9 %