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

Sample Record for 2020-02-14-30


Project Information

Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-78.4/79.0
Work Description: ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location Description: SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
Contractor Name: Calportland Construction Contractor Address: 1625 E DONOVAN RD
Resident Engineer: Lilian (Poh Chu) Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-02-14-30
TL Number from the TL Form:
Sample Submitted By Organization: CalPortland
Sample Organization Contact: (805) 345-3472
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 02/14/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4 Gallons
A brief description of the sample: PG 64-10
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:

Test Results

Test 1 of 2

DIME Test ID: 2020-02-14-30-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/03/2020
Date Tested: 01/30/2019
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road
Test General Comments:
Additional Comments When Verified:
Specific Gravity 1.020

Test Results

Test 2 of 2

DIME Test ID: 2020-02-14-30-2
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: 04/03/2020
Date Tested: 01/30/2019
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road
Test General Comments:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Dynamic Shear, G*/sin(δ) 3.08 kPa
(G*) x sin(δ)= 3 kPa