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Sample Record for 2021-05-11-28

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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: 2021-05-11-28
TL Number from the TL Form: 768792
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: 05/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 3/8-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78794B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F 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: 2021-05-11-28-1
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: 07/09/2021
Date Tested: 05/13/2021
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 6.03 %
Mass of HMA prior to ignition 1666.7 g
Mass of aggregate remaining after ignition 1563.2 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0.18 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-05-11-28-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/09/2021
Date Tested: 05/14/2021
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 1568.9 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 4.7 grams
Mass retained on the 1/4 in. sieve 257.3 grams
Cumulative mass retained on the #4 sieve 496.9 grams
Cumulative mass retained on the #8 sieve 858.4 grams
Cumulative mass retained on the #16 sieve 1070 grams
Cumulative mass retained on the #30 sieve 1201.2 grams
Cumulative mass retained on the #50 sieve 1298.2 grams
Cumulative mass retained on the #100 sieve 1367.1 grams
Cumulative mass retained on the #200 sieve 1411.8 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 99.7 %
Cumulative percent passing the 1/4 in. sieve 83.6 %
Cumulative percent passing the #4 sieve 68.3 %
Cumulative percent passing the #8 sieve 45.3 %
Cumulative percent passing the #16 sieve 31.8 %
Cumulative percent passing the #30 sieve 23.4 %
Cumulative percent passing the #50 sieve 17.3 %
Cumulative percent passing the #100 sieve 12.9 %
Cumulative percent passing the #200 sieve 10.01 %

Test 3 of 3

DIME Test ID: 2021-05-11-28-3
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: 07/09/2021
Date Tested: 05/13/2021
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 1565.2 grams
Mass of container filled with the sample and water for Sample 1 8279.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.514

Tests Assigned to this Sample

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