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: 2021-04-19-2
TL Number from the TL Form:
Sample Submitted By Organization: Veleroo - Coolidge
Sample Organization Contact: 111-111-1111
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 04/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2021
The quantity of what the sample constitutes: 1 of 2, split sample
A brief description of the sample: Asphalt Binder PG64-16 Multi-Grade
From where was the sample collected: Fabricator
Laboratory sample identification: 641641621
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Asphalt and Emulsions
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 5
Time of sample: 0600
HMA Supplier:
Certified Asphalt Supplier: Ergon Asphalt & Emulsions Incorporated - Las Vegas NV
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-04-19-2-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers?
|
One
|
Average mass change
|
-0.044 percent
|
DIME Test ID: 2021-04-19-2-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
Three
|
Ductility of test #1 (D1)
|
120 cm
|
Ductility of test #2 (D2)
|
120 cm
|
Ductility of test #3 (D3)
|
120 cm
|
Ductility of sample
|
120 cm
|
DIME Test ID: 2021-04-19-2-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
86.6 degree
|
Dynamic Shear, G*/sin(δ)
|
1.37 kPa
|
DIME Test ID: 2021-04-19-2-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
42.7 degree
|
Dynamic Shear, G*/sin(δ)
|
2.50 kPa
|
DIME Test ID: 2021-04-19-2-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
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)
|
54.3 degree
|
(G*) x sin(δ)=
|
4500 kPa
|
DIME Test ID: 2021-04-19-2-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test: Secondary laboratory apart
Test Result Compliance:
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation?
|
Distillation
|
Soluble, percent
|
0.1 %
|
Insoluble, percent
|
99.9 %
|
DIME Test ID: 2021-04-19-2-7
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/19/2021
Date Tested: 04/21/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
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)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
210.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
210.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.330
|
DIME Test ID: 2021-04-19-2-8
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/19/2021
Date Tested: 04/19/2021
Submitted By Organization: Veleroo - Coolidge
Organization Address: 123 Abc Street,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 88888
Organization Email: binderlab1@gmail.com
Organization Phone: (111) 111-1111
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified: