Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 44444 DEA: ASCP EFIS: ASCP
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-03-19-54
TL Number from the TL Form:
Sample Submitted By Organization: ABT Group
Sample Organization Contact: (949) 690-1411
Type of Sample: Informational
Type of Material: Asphalt Binder
Sample Taken Date: 03/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2025
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Asphalt and Emulsions
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 19
Time of sample: 0730
HMA Supplier:
Certified Asphalt Supplier: Ergon Asphalt & Emulsions Incorporated - Las Vegas NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-03-19-54-2
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/22/2025
Date Tested: 04/10/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
91 %
|
DIME Test ID: 2025-03-19-54-6
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/22/2025
Date Tested: 04/09/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
45.1 degree
|
|
(G*) x sin(δ)=
|
2827 kPa
|
DIME Test ID: 2025-03-19-54-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/22/2025
Date Tested: 04/09/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
General Comments for this Test: Tested at -18.0C
Test Result Compliance:
Additional Comments When Verified:
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
132.15 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.325
|
