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Sample Record for 2021-05-19-40

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Project Information

Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-46.7/49.8,63.8/67.704
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description: TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-19-40
TL Number from the TL Form: 002574
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: 05/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (-3/8-inch RAP)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78805B
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: 2021-05-19-40-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 07/27/2021
Date Tested: 05/20/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,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:
Test procedure used? Method A
Asphalt Binder Content 6.35 %
Mass of HMA prior to ignition 1654.5 g
Mass of aggregate remaining after ignition 1549.4 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-05-19-40-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/27/2021
Date Tested: 05/20/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,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 1550.8 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 7.6 grams
Mass retained on the 1/4 in. sieve 191.7 grams
Cumulative mass retained on the #4 sieve 402.9 grams
Cumulative mass retained on the #8 sieve 778.6 grams
Cumulative mass retained on the #16 sieve 1007.6 grams
Cumulative mass retained on the #30 sieve 1151.7 grams
Cumulative mass retained on the #50 sieve 1258.1 grams
Cumulative mass retained on the #100 sieve 1332.5 grams
Cumulative mass retained on the #200 sieve 1381.3 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 87.6 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 49.8 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 25.7 %
Cumulative percent passing the #50 sieve 18.9 %
Cumulative percent passing the #100 sieve 14.1 %
Cumulative percent passing the #200 sieve 10.93 %

Test 3 of 3

DIME Test ID: 2021-05-19-40-3
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: 07/27/2021
Date Tested: 05/20/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,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:
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 1675.4 grams
Mass of container filled with the sample and water for Sample 1 8349.6 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.529

Tests Assigned to this Sample

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