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Sample Record for 2021-03-02-32

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

Project Information

Project ID: 215073 DEA: 034H5604 EFIS: 0318000332 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-65-R12.9/R13.1
Work Description: CONSTRUCT SLOPE PAVING AND PLACE EROSION CONTROL.
Location Description: PLACER COUNTY IN LINCOLN AT THE SOUTH INGRAM SLOUGH BRIDGE
Contractor Name: McCuen Construction, Inc.
Contractor Address: 3269 Swetzer Road, Loomis, CA,95690
Resident Engineer: Berhane Tesfagabar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-02-32
TL Number from the TL Form: c764977
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: 03/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Company - Roseville

Material Information

RAP Source: Vulcan Materials Roseville, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-03-02-32-1
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: 04/12/2021
Date Tested: 01/04/2021
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: JMF21-008.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.60 %
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: 2021-03-02-32-2
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: 04/12/2021
Date Tested: 03/02/2021
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: JMF21-008.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7407.0 grams
Mass of oven-dry sample in air for Sample 1 1795.4 grams
Mass of container filled with the sample and water for Sample 1 8507.9 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.585
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-03-02-32-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/12/2021
Date Tested: 03/02/2021
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: JMF21-008.
Test Result Compliance: complies
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 99 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 45 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9.0 %