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Sample Record for 2020-05-26-24

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

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 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department 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):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

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 (Method A) (Asphalt Binder Content)
Verified Date: 09/24/2020
Date Tested: 05/27/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1229 g
Corrected Asphalt Binder Content 7.1 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data
Test Temperature 1000 F

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 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Is an aggregate correction factor used? No
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 12.3 %

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 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 1544 grams
Mass of sample in water for Sample 1 919 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.471
Theoretical maximum density at 25°C (77°F) no data