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Sample Record for 2017-12-22-8

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

Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-12-22-8
TL Number from the TL Form: RAP TL Number
Sample Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7266
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 12/22/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2017
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: RAP Sample
From where was the sample collected: Source
Laboratory sample identification: RAP Sample ID
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mustang Facility Sparks NV

Material Information

RAP Source: RAP Source ID
Aggregate Size: 3/4
Aggregate Source: Mustang Facility Sparks NV
RAP Stockpile: Static
Stockpile Size (tons): RAP Size
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 16

DIME Test ID: 2017-12-22-8-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
Data has not been verified.

Test 2 of 16

DIME Test ID: 2017-12-22-8-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 99.3 %
Cumulative percent passing the 3/8 in. sieve 94.7 %
Cumulative percent passing the 1/4 in. sieve 94.7 %
Cumulative percent passing the #4 sieve 66.8 %
Cumulative percent passing the #8 sieve 47.2 %
Cumulative percent passing the #16 sieve 35.5 %
Cumulative percent passing the #30 sieve 27.2 %
Cumulative percent passing the #50 sieve 20.4 %
Cumulative percent passing the #100 sieve 14.7 %
Cumulative percent passing the #200 sieve 10.8 %

Test 3 of 16

DIME Test ID: 2017-12-22-8-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
Data has not been verified.

Test 4 of 16

DIME Test ID: 2017-12-22-8-4
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.8 %

Test 5 of 16

DIME Test ID: 2017-12-22-8-5
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.89 %

Test 6 of 16

DIME Test ID: 2017-12-22-8-6
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.82 %

Test 7 of 16

DIME Test ID: 2017-12-22-8-7
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.459
Specific Gravity for Sample 2 2.471
Specific Gravity for Sample 3 2.461
Average Specific Gravity 2.464
Theoretical maximum density at 25°C (77°F) no data

Test 8 of 16

DIME Test ID: 2017-12-22-8-8
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
Data has not been verified.

Test 9 of 16

DIME Test ID: 2017-12-22-8-9
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 94.7 %
Cumulative percent passing the 1/4 in. sieve 94.7 %
Cumulative percent passing the #4 sieve 68.1 %
Cumulative percent passing the #8 sieve 49.2 %
Cumulative percent passing the #16 sieve 37.3 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 21.5 %
Cumulative percent passing the #100 sieve 15.3 %
Cumulative percent passing the #200 sieve 10.8 %

Test 10 of 16

DIME Test ID: 2017-12-22-8-10
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 99.9 %
Cumulative percent passing the 3/8 in. sieve 94.8 %
Cumulative percent passing the 1/4 in. sieve 94.8 %
Cumulative percent passing the #4 sieve 68.1 %
Cumulative percent passing the #8 sieve 49.4 %
Cumulative percent passing the #16 sieve 37.4 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 21.5 %
Cumulative percent passing the #100 sieve 15.3 %
Cumulative percent passing the #200 sieve 10.8 %

Test 11 of 16

DIME Test ID: 2017-12-22-8-11
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
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 no data
Corrected Asphalt Binder Content 6.53 %
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 12 of 16

DIME Test ID: 2017-12-22-8-12
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
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 no data
Corrected Asphalt Binder Content 6.58 %
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 13 of 16

DIME Test ID: 2017-12-22-8-13
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
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 no data
Corrected Asphalt Binder Content 6.57 %
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 14 of 16

DIME Test ID: 2017-12-22-8-14
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 99.8 %
Cumulative percent passing the 3/8 in. sieve 94 %
Cumulative percent passing the 1/4 in. sieve 94 %
Cumulative percent passing the #4 sieve 66 %
Cumulative percent passing the #8 sieve 46.5 %
Cumulative percent passing the #16 sieve 34.9 %
Cumulative percent passing the #30 sieve 27.1 %
Cumulative percent passing the #50 sieve 20.2 %
Cumulative percent passing the #100 sieve 14.2 %
Cumulative percent passing the #200 sieve 10 %

Test 15 of 16

DIME Test ID: 2017-12-22-8-15
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 99.7 %
Cumulative percent passing the 3/8 in. sieve 94.2 %
Cumulative percent passing the 1/4 in. sieve 94.2 %
Cumulative percent passing the #4 sieve 66.2 %
Cumulative percent passing the #8 sieve 46.1 %
Cumulative percent passing the #16 sieve 35.3 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 20.3 %
Cumulative percent passing the #100 sieve 14.3 %
Cumulative percent passing the #200 sieve 10.2 %

Test 16 of 16

DIME Test ID: 2017-12-22-8-16
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT HQ - QAM Sacramento Field Laboratory
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 99.8 %
Cumulative percent passing the 3/8 in. sieve 94.7 %
Cumulative percent passing the 1/4 in. sieve 94.7 %
Cumulative percent passing the #4 sieve 67.9 %
Cumulative percent passing the #8 sieve 49.3 %
Cumulative percent passing the #16 sieve 37.2 %
Cumulative percent passing the #30 sieve 28.8 %
Cumulative percent passing the #50 sieve 21.3 %
Cumulative percent passing the #100 sieve 15.1 %
Cumulative percent passing the #200 sieve 10.7 %