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

Sample Record for 2019-01-29-18


Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-01-29-18
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (916) 227-7204
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/29/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: RAP Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2019-01-29-18-1
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: 03/09/2020
Date Tested: 03/09/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.42 %
Mass of HMA prior to ignition 1590.4 g
Mass of aggregate remaining after ignition 1515.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.07 %
Moisture Content no data
Test Temperature 538 F

Test Results

Test 2 of 2

DIME Test ID: 2019-01-29-18-2
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: 03/09/2020
Date Tested: 03/09/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of tests 1
Mass Determination Water
Specific Gravity for Sample 1 2.527