Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-03-02-55
TL Number from the TL Form:
Sample Submitted By Organization: Dutra Materials
Sample Organization Contact: (415) 847-8087
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2022
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond
DIME Test ID: 2022-03-02-55-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/01/2022
Date Tested: 03/02/2022
Submitted By Organization: Dutra Materials
Organization Address: 1000 Point San Pedro Road,
Organization City: San Rafael
Organization State: CA
Organization Zipcode: 94901
Organization Email: mjames@dutragroup.com
Organization Phone: (415) 847-8087
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
No
|
|
Cumulative percent passing the 2 in. sieve
|
0 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
|
Cumulative percent passing the 1 in. sieve
|
0 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
0 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98.4 %
|
|
Cumulative percent passing the #4 sieve
|
78 %
|
|
Cumulative percent passing the #8 sieve
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58.9 %
|
|
Cumulative percent passing the #16 sieve
|
44.2 %
|
|
Cumulative percent passing the #30 sieve
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33.4 %
|
|
Cumulative percent passing the #50 sieve
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22.9 %
|
|
Cumulative percent passing the #100 sieve
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13.5 %
|
|
Cumulative percent passing the #200 sieve
|
9.0 %
|
DIME Test ID: 2022-03-02-55-2
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: 04/01/2022
Date Tested: 03/02/2022
Submitted By Organization: Dutra Materials
Organization Address: 1000 Point San Pedro Road,
Organization City: San Rafael
Organization State: CA
Organization Zipcode: 94901
Organization Email: mjames@dutragroup.com
Organization Phone: (415) 847-8087
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.487
|
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2022-03-02-55-3
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: 04/01/2022
Date Tested: 03/02/2022
Submitted By Organization: Dutra Materials
Organization Address: 1000 Point San Pedro Road,
Organization City: San Rafael
Organization State: CA
Organization Zipcode: 94901
Organization Email: mjames@dutragroup.com
Organization Phone: (415) 847-8087
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
5.17 %
|
