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Sample Record for 2020-09-10-31

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

Project Information

Project ID: 214518 DEA: 034F3704 EFIS: 0314000152 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-174-2.7/4.6
Work Description: REALIGN ROADWAY CURVES.
Location Description: NEVADA COUNTY NEAR PEARDALE FROM MAPLE WAY TO YOU BET ROAD
Contractor Name: DE SILVA GATES CONSTRUCTION
Contractor Address: 11555 DUBLIN BLVD, DUBLIN, CA 94568
Resident Engineer: Jeff Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-10-31
TL Number from the TL Form:
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: 09/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-029B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville

Material Information

RAP Source: DeSilva Gates Aggregates Marysville
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 500
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-09-10-31-1
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: 02/18/2021
Date Tested: 06/16/2020
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: JMF20-029B.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029B
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 3.80 %
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 2 of 3

DIME Test ID: 2020-09-10-31-2
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: 02/18/2021
Date Tested: 09/29/2020
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: JMF20-029B.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029B
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.660
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-09-10-31-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/18/2021
Date Tested: 10/01/2020
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: JMF20-029B. Terrance White
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029B
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 97 %
Cumulative percent passing the 1/2 in. sieve 74 %
Cumulative percent passing the 3/8 in. sieve 65 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.7 %