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Sample Record for 2020-05-26-24

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Project Information

Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-32.0/38.0,53.7/63.8
Work Description: PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE.
Location Description: TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-26-24
TL Number from the TL Form: 002556
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: 05/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2020
The quantity of what the sample constitutes: not identified
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78448
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:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2020-05-26-24-1
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: 09/24/2020
Date Tested: 05/27/2020
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:
Asphalt Binder Content 7.10 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 2 of 3

DIME Test ID: 2020-05-26-24-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/24/2020
Date Tested: 05/26/2020
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 1141.7 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 0 grams
Mass retained on the 1/4 in. sieve 41.1 grams
Cumulative mass retained on the #4 sieve 146.9 grams
Cumulative mass retained on the #8 sieve 410.2 grams
Cumulative mass retained on the #16 sieve 626.2 grams
Cumulative mass retained on the #30 sieve 778.4 grams
Cumulative mass retained on the #50 sieve 885.8 grams
Cumulative mass retained on the #100 sieve 956.3 grams
Cumulative mass retained on the #200 sieve 1001.5 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 100 %
Cumulative percent passing the 1/4 in. sieve 96.4 %
Cumulative percent passing the #4 sieve 87.1 %
Cumulative percent passing the #8 sieve 64.1 %
Cumulative percent passing the #16 sieve 45.2 %
Cumulative percent passing the #30 sieve 31.8 %
Cumulative percent passing the #50 sieve 22.4 %
Cumulative percent passing the #100 sieve 16.2 %
Cumulative percent passing the #200 sieve 12.28 %

Test 3 of 3

DIME Test ID: 2020-05-26-24-3
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: 09/24/2020
Date Tested: 05/27/2020
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:
Number of tests 1
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 1544.0 grams
Mass of sample in water for Sample 1 919.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.471

Tests Assigned to this Sample

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