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Sample Record for 2021-06-02-9

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Project Information

Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-06-02-9
TL Number from the TL Form: 779363
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: PSE at 100 Tons
A brief description of the sample: RAP 3/4 inch
From where was the sample collected: Manufacturer
Laboratory sample identification: D78821
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Tullis, Northstate Asphalt
Aggregate Size: 3/4 inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2021-06-02-9-1
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: 08/24/2021
Date Tested: 06/04/2021
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:
Asphalt Binder Content 5.17 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 2 of 3

DIME Test ID: 2021-06-02-9-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/24/2021
Date Tested: 06/04/2021
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 1769.6 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 12.8 grams
Cumulative mass retained on the 1/2 in. sieve 144.5 grams
Cumulative mass retained on the 3/8 in. sieve 418.7 grams
Mass retained on the 1/4 in. sieve 702.6 grams
Cumulative mass retained on the #4 sieve 828.9 grams
Cumulative mass retained on the #8 sieve 1084.7 grams
Cumulative mass retained on the #16 sieve 1275.8 grams
Cumulative mass retained on the #30 sieve 1407.1 grams
Cumulative mass retained on the #50 sieve 1506.8 grams
Cumulative mass retained on the #100 sieve 1577.9 grams
Cumulative mass retained on the #200 sieve 1625.1 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 99.3 %
Cumulative percent passing the 1/2 in. sieve 91.8 %
Cumulative percent passing the 3/8 in. sieve 76.3 %
Cumulative percent passing the 1/4 in. sieve 60.3 %
Cumulative percent passing the #4 sieve 53.2 %
Cumulative percent passing the #8 sieve 38.7 %
Cumulative percent passing the #16 sieve 27.9 %
Cumulative percent passing the #30 sieve 20.5 %
Cumulative percent passing the #50 sieve 14.9 %
Cumulative percent passing the #100 sieve 10.8 %
Cumulative percent passing the #200 sieve 8.17 %

Test 3 of 3

DIME Test ID: 2021-06-02-9-3
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: 08/24/2021
Date Tested: 06/07/2021
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:
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 1875.3 grams
Mass of container filled with the sample and water for Sample 1 8477.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.553

Tests Assigned to this Sample

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