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: 2019-04-17-52
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: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Source
Laboratory sample identification: 19-JMF-0118
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company Vernalis
RAP Source: Unknown
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-04-17-52-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/31/2019
Date Tested: 07/18/2019
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 T-30 for RAP
Test Result Compliance:
Additional Comments When Verified:
|
Total mass of material in the sample
|
1233.2 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
3.6 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
3.6 grams
|
|
Cumulative mass retained on the #4 sieve
|
210.1 grams
|
|
Cumulative mass retained on the #8 sieve
|
490.5 grams
|
|
Cumulative mass retained on the #16 sieve
|
692.1 grams
|
|
Cumulative mass retained on the #30 sieve
|
821.3 grams
|
|
Cumulative mass retained on the #50 sieve
|
939.2 grams
|
|
Cumulative mass retained on the #100 sieve
|
1040.1 grams
|
|
Cumulative mass retained on the #200 sieve
|
1094.8 grams
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
99.7 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
99.7 %
|
|
Cumulative percent passing the #4 sieve
|
83 %
|
|
Cumulative percent passing the #8 sieve
|
60.2 %
|
|
Cumulative percent passing the #16 sieve
|
43.9 %
|
|
Cumulative percent passing the #30 sieve
|
33.4 %
|
|
Cumulative percent passing the #50 sieve
|
23.8 %
|
|
Cumulative percent passing the #100 sieve
|
15.7 %
|
|
Cumulative percent passing the #200 sieve
|
11.22 %
|
DIME Test ID: 2019-04-17-52-2
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: 07/31/2019
Date Tested: 07/18/2019
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 T-209 for RAP
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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no data
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Mass of container filled with water
|
7356.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1592.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8317.0 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.523
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-04-17-52-4
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: 08/01/2019
Date Tested: 07/17/2019
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:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.30 %
|
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
|
|
Moisture Content
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no data
|
|
Temperature Compensation Factor
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no data
|
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Test Temperature
|
no data
|
