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Sample Record for 2022-03-17-30

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-17-30
TL Number from the TL Form: 708109
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1 bag of Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79008B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

RAP Source: Tullis, Northstate Asphalt, Redding, CA
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2022-03-17-30-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/16/2022
Date Tested: 03/28/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
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: Uncorrected.
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1609.6 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 0 grams
Cumulative mass retained on the 1/2 in. sieve 159.4 grams
Cumulative mass retained on the 3/8 in. sieve 282.3 grams
Mass retained on the 1/4 in. sieve 528.3 grams
Cumulative mass retained on the #4 sieve 670.1 grams
Cumulative mass retained on the #8 sieve 925.5 grams
Cumulative mass retained on the #16 sieve 1113.9 grams
Cumulative mass retained on the #30 sieve 1247.1 grams
Cumulative mass retained on the #50 sieve 1350 grams
Cumulative mass retained on the #100 sieve 1423.5 grams
Cumulative mass retained on the #200 sieve 1472.9 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 90.1 %
Cumulative percent passing the 3/8 in. sieve 82.5 %
Cumulative percent passing the 1/4 in. sieve 67.2 %
Cumulative percent passing the #4 sieve 58.4 %
Cumulative percent passing the #8 sieve 42.5 %
Cumulative percent passing the #16 sieve 30.8 %
Cumulative percent passing the #30 sieve 22.5 %
Cumulative percent passing the #50 sieve 16.1 %
Cumulative percent passing the #100 sieve 11.6 %
Cumulative percent passing the #200 sieve 8.49 %

Test 2 of 3

DIME Test ID: 2022-03-17-30-2
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: 05/16/2022
Date Tested: 03/25/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
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: Gser ≈ 2.760
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 7335.7 grams
Mass of oven-dry sample in air for Sample 1 1702.1 grams
Mass of container filled with the sample and water for Sample 1 8365.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.530
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2022-03-17-30-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 05/16/2022
Date Tested: 03/24/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
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: Pbr ≈ 5.49
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 6.08 %
Mass of HMA prior to ignition 1713.8 g
Mass of aggregate remaining after ignition 1609.6 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Tests Assigned to this Sample

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