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Sample Record for 2021-06-21-18

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Project Information

Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-34.5/38.8,88.0/92.0
Work Description: HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK ROAD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-21-18
TL Number from the TL Form: 853076
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: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Fine RAP (No. 4) for use in 3/8-inch Type HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D78848B
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: Fine
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-06-21-18-1
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: 01/21/2022
Date Tested: 06/22/2021
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: Uncorrected RAP Binder Content
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 6.85 %
Mass of HMA prior to ignition 1297 g
Mass of aggregate remaining after ignition 1208.1 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-06-21-18-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/21/2022
Date Tested: 06/23/2021
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 1207.8 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 1 grams
Mass retained on the 1/4 in. sieve 129.4 grams
Cumulative mass retained on the #4 sieve 268 grams
Cumulative mass retained on the #8 sieve 537.2 grams
Cumulative mass retained on the #16 sieve 727.4 grams
Cumulative mass retained on the #30 sieve 858.5 grams
Cumulative mass retained on the #50 sieve 956.3 grams
Cumulative mass retained on the #100 sieve 1025.2 grams
Cumulative mass retained on the #200 sieve 1068.9 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 100 %
Cumulative percent passing the 3/8 in. sieve 99.9 %
Cumulative percent passing the 1/4 in. sieve 89.3 %
Cumulative percent passing the #4 sieve 77.8 %
Cumulative percent passing the #8 sieve 55.5 %
Cumulative percent passing the #16 sieve 39.8 %
Cumulative percent passing the #30 sieve 28.9 %
Cumulative percent passing the #50 sieve 20.8 %
Cumulative percent passing the #100 sieve 15.1 %
Cumulative percent passing the #200 sieve 11.5 %

Test 3 of 3

DIME Test ID: 2021-06-21-18-3
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: 01/21/2022
Date Tested: 06/22/2021
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: Insufficient specimen size. Gser ≈ 2.750
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 1290.4 grams
Mass of container filled with the sample and water for Sample 1 8111.1 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.501

Tests Assigned to this Sample

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