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Sample Record for 2023-09-21-75

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Project Information

Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-0.0/29.9
Work Description: CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location Description: PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-21-75
TL Number from the TL Form: 823627
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79355B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Q&D Construction - Mustang Hot Plant (Sparks, NV)

Material Information

RAP Source: Mustang Hot Plant
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: 2023-09-21-75-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/05/2023
Date Tested: 09/26/2023
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) 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.1 %
Aggregate correction factor for the #4 sieve (% passing) 0.7 %
Aggregate correction factor for the #8 sieve (% passing) 1.1 %
Aggregate correction factor for the #16 sieve (% passing) 0.8 %
Aggregate correction factor for the #30 sieve (% passing) 0.1 %
Aggregate correction factor for the #50 sieve (% passing) -0.8 %
Aggregate correction factor for the #100 sieve (% passing) -1.8 %
Aggregate correction factor for the #200 sieve (% passing) -2.2 %
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 81 %
Cumulative percent passing the #8 sieve 63 %
Cumulative percent passing the #16 sieve 48 %
Cumulative percent passing the #30 sieve 36 %
Cumulative percent passing the #50 sieve 25 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 9.5 %

Test 2 of 3

DIME Test ID: 2023-09-21-75-2
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: 10/05/2023
Date Tested: 09/26/2023
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=2.459
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 7335.1 grams
Mass of oven-dry sample in air for Sample 1 1652.5 grams
Mass of container filled with the sample and water for Sample 1 8315.7 grams
Temperature of Water 24.8 °F
Specific Gravity for Sample 1 2.459
Theoretical maximum density at 25°C (77°F) 2452 kg/m^3

Test 3 of 3

DIME Test ID: 2023-09-21-75-3
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: 10/05/2023
Date Tested: 09/25/2023
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)=7.35%
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 3108.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4719.9 g
Mass of HMA Sample prior to ignition 1611.7 g
Corrected Asphalt Binder Content 7.35 %
Mass Loss 121.5 g
Mass of aggregate remaining after ignition 1490.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C