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Sample Record for 2020-11-13-22

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: 2020-11-13-22
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: 11/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2020
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: Granite Construction Company

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2020-11-13-22-7
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/23/2021
Date Tested: 02/19/2021
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Does this test use 1/4 sieve? No
Total mass of material in the sample 1557.2 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 3.4 grams
Cumulative mass retained on the 3/8 in. sieve 7.8 grams
Cumulative mass retained on the #4 sieve 101.7 grams
Cumulative mass retained on the #8 sieve 401.3 grams
Cumulative mass retained on the #16 sieve 689.9 grams
Cumulative mass retained on the #30 sieve 906.9 grams
Cumulative mass retained on the #50 sieve 1100.8 grams
Cumulative mass retained on the #100 sieve 1268.9 grams
Cumulative mass retained on the #200 sieve 1371.9 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 99.8 %
Cumulative percent passing the 3/8 in. sieve 99.5 %
Cumulative percent passing the #4 sieve 93.5 %
Cumulative percent passing the #8 sieve 74.2 %
Cumulative percent passing the #16 sieve 55.7 %
Cumulative percent passing the #30 sieve 41.8 %
Cumulative percent passing the #50 sieve 29.3 %
Cumulative percent passing the #100 sieve 18.5 %
Cumulative percent passing the #200 sieve 11.9 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-11-13-22-1AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-11-13-22-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-11-13-22-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-11-13-22-4AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-11-13-22-5AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-11-13-22-6AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)02/03/202102/03/2021Clinton EdmistonCT HQ - Hot Mix Asphalt LaboratoryFrank Chavez Jr