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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 - 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

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 - 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: (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
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
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 - 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: (916) 227-7302
General Comments for this Test: AASHTO T-209 for RAP
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
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 (Asphalt Binder Content)
Verified Date: 08/01/2019
Date Tested: 07/17/2019
Submitted By Organization: CT HQ - 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: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 4.30 %
Correction Factor (Percent by mass of HMA Specimen) 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 (Asphalt Binder Content)08/01/2019Not scheduledGurpartap GrewalCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr