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Sample Record for 2021-03-17-27

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: 2021-03-17-27
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: 03/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/17/2021
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries Inc

Material Information

RAP Source: Stockpile
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):

Test Results

Test 1 of 2

DIME Test ID: 2021-03-17-27-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/07/2021
Date Tested: 03/29/2021
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: not applicable
Additional Comments When Verified:
Does this test use 1/4 sieve? 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 99.4 %
Cumulative percent passing the #4 sieve 74.5 %
Cumulative percent passing the #8 sieve 50.8 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 27.4 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 12.3 %
Cumulative percent passing the #200 sieve 8.5 %

Test 2 of 2

DIME Test ID: 2021-03-17-27-2
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: 04/07/2021
Date Tested: 03/29/2021
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: complies
Additional Comments When Verified:
Number of tests 2
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7356.6 grams
Mass of oven-dry sample in air for Sample 1 1464.4 grams
Mass of container filled with the sample and water for Sample 1 8247.1 grams
Mass of container filled with water 7356.6
Mass of oven-dry sample in air for Sample 2 1561.7 grams
Mass of container filled with the sample and water for Sample 2 8305.9 grams
Temperature of Water 70 °F
Specific Gravity for Sample 1 2.552
Specific Gravity for Sample 2 2.550
Average Specific Gravity 2.551
Theoretical maximum density at 25°C (77°F) no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.