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: Unknown 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 (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:
|
Test procedure used?
|
Method A
|
|
Mass of HMA 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 (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:
|
Test procedure used?
|
Method A
|
|
Mass of HMA 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 (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:
|
Test procedure used?
|
Method A
|
|
Mass of HMA 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 %
|