Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 55555 DEA: AMRL EFIS: AMRL
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2021-11-23-39
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2021
The quantity of what the sample constitutes: 1 box 4 small bags in side
A brief description of the sample: SAMPLE 44(B) 1/2 HMA Type A
From where was the sample collected: Source
Laboratory sample identification: 021-063
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASHTO resource
DIME Test ID: 2021-11-23-39-1
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: 12/24/2021
Date Tested: 12/22/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: AASHTO Proficiency Sample 44(B)
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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Method A
|
Mass of the specimen basket assembly
|
no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
|
Mass of HMA Sample prior to ignition
|
1528.9 g
|
Corrected Asphalt Binder Content
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5.50 %
|
Mass Loss
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no data
|
Mass of aggregate remaining after ignition
|
1437.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.26 %
|
Moisture Content
|
0.23 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2021-11-23-39-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/24/2021
Date Tested: 12/24/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
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
|
90.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
81.3 %
|
Cumulative percent passing the #4 sieve
|
62.2 %
|
Cumulative percent passing the #8 sieve
|
33.2 %
|
Cumulative percent passing the #16 sieve
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19.9 %
|
Cumulative percent passing the #30 sieve
|
13 %
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Cumulative percent passing the #50 sieve
|
7.8 %
|
Cumulative percent passing the #100 sieve
|
4.2 %
|
Cumulative percent passing the #200 sieve
|
2.1 %
|