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

Sample Record for 2020-01-01-5


Project Information

Project ID: 213943 DEA: 051G5704 EFIS: 0515000049 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58-0.7/1.9
Work Description: COLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS.
Location Description: SAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY Contractor Address: 5335 Debbie Road
Resident Engineer: Hassan Iman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-01-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 01/01/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 0
A brief description of the sample: Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Performance Grade: 64-16
Modified:
Lot number:
Sublot number:

Test Results

Test 1 of 2

DIME Test ID: 2020-01-01-5-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Specific Gravity 1.020

Test Results

Test 2 of 2

DIME Test ID: 2020-01-01-5-2
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: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 10.1 degree
Dynamic Shear, G*/sin(δ) 0.00 kPa
(G*) x sin(δ)= no data