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

Sample Record for 2019-05-01-37


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: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-05-01-37
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: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 05/01/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1
A brief description of the sample: 1/2 " HMA-SP w/15% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:

Test Results

Test 1 of 2

DIME Test ID: 2019-05-01-37-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/06/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: T-228
Additional Comments When Verified:
Specific Gravity 1.027

Test Results

Test 2 of 2

DIME Test ID: 2019-05-01-37-2
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/06/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: T-315
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 1.41 kPa
(G*) x sin(δ)= no data