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Sample Record for 2019-04-17-52

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: 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

Material Information

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

Test Results

Test 1 of 3

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 %

Test 2 of 3

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 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
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

Test 3 of 3

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 no data
Corrected Asphalt Binder Content 4.30 %
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2019-04-17-52-3AASHTO 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)08/01/2019Not scheduledGurpartap GrewalCT HQ - Sacramento Hot Mix Asphalt LaboratoryFrank Chavez Jr