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Sample Record for 2020-05-13-36

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Project Information

Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-R18.1/R20.1
Work Description: Construct bridge, realign curve & widen shoulders.
Location Description: Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Contractor Name: Flatiron West, Inc.
Contractor Address: 2100 Goodyear Road, Benicia, CA 94510
Resident Engineer: Aaron Chamberlin Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2020-05-13-36
TL Number from the TL Form: C741853
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

RAP Source: Teichert Materials Hallwood
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2020-05-13-36-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/10/2020
Date Tested: 06/12/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
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 96 %
Cumulative percent passing the 3/8 in. sieve 87 %
Cumulative percent passing the #4 sieve 58 %
Cumulative percent passing the #8 sieve 41 %
Cumulative percent passing the #16 sieve 31 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 8.9 %

Test

DIME Test ID: 2020-05-13-36-2
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: 11/13/2020
Date Tested: 06/12/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-020
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.35 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2020-05-13-36-3
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: 11/13/2020
Date Tested: 05/14/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.608
Theoretical maximum density at 25°C (77°F) no data