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Sample Record for 2020-03-27-13

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

Project Information

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

Sample Information

DIME Sample ID: 2020-03-27-13
TL Number from the TL Form: NA
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: 03/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2020
The quantity of what the sample constitutes: 14 boxes
A brief description of the sample: 1/2" Type A HMA with RAP, WMA, and PG 64-16
From where was the sample collected: Source
Laboratory sample identification: JMF-020-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries

Material Information

RAP Source: Supplier
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test

DIME Test ID: 2020-03-27-13-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 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 99.5 %
Cumulative percent passing the 1/4 in. sieve 99.5 %
Cumulative percent passing the #4 sieve 75 %
Cumulative percent passing the #8 sieve 52.6 %
Cumulative percent passing the #16 sieve 37.1 %
Cumulative percent passing the #30 sieve 28.2 %
Cumulative percent passing the #50 sieve 20.1 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 8.5 %

Test

DIME Test ID: 2020-03-27-13-2
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: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 6.83 %
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

DIME Test ID: 2020-03-27-13-3
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: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 1347 grams
Mass of sample in water for Sample 1 820 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.559
Theoretical maximum density at 25°C (77°F) no data