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Sample Record for 2021-06-02-7

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Project Information

Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: S.T. Rhoades Construction
Contractor Address: 8585 Commercial Way, Redding, CA 96002
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-02-7
TL Number from the TL Form: 858980
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78819B
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):

Test Results

Test 1 of 3

DIME Test ID: 2021-06-02-7-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/19/2021
Date Tested: 06/04/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1471 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 7.7 grams
Mass retained on the 1/4 in. sieve 234.5 grams
Cumulative mass retained on the #4 sieve 456.2 grams
Cumulative mass retained on the #8 sieve 802 grams
Cumulative mass retained on the #16 sieve 1010.6 grams
Cumulative mass retained on the #30 sieve 1141.3 grams
Cumulative mass retained on the #50 sieve 1233.8 grams
Cumulative mass retained on the #100 sieve 1294.2 grams
Cumulative mass retained on the #200 sieve 1330 grams
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 99.5 %
Cumulative percent passing the 1/4 in. sieve 84.1 %
Cumulative percent passing the #4 sieve 69 %
Cumulative percent passing the #8 sieve 45.5 %
Cumulative percent passing the #16 sieve 31.3 %
Cumulative percent passing the #30 sieve 22.4 %
Cumulative percent passing the #50 sieve 16.1 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9.59 %

Test 2 of 3

DIME Test ID: 2021-06-02-7-3
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: 08/19/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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:
Number of tests 1
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 1563.6 grams
Mass of container filled with the sample and water for Sample 1 8290.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.563
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-06-02-7-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 08/19/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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:
Asphalt Binder Content 6.27 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.