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: 2021-03-30-3
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: 03/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2021
The quantity of what the sample constitutes: 1 of 2, split sample
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 6416033021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 4
Time of sample: 7am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-03-30-3-1
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: 03/30/2021
Date Tested: 03/30/2021
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?
|
Two
|
Average mass change
|
-0.214 percent
|
DIME Test ID: 2021-03-30-3-2
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: 03/30/2021
Date Tested: 03/30/2021
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)
|
46.9 degree
|
Dynamic Shear, G*/sin(δ)
|
1.37 kPa
|
DIME Test ID: 2021-03-30-3-3
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: 03/30/2021
Date Tested: 03/30/2021
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)
|
45.5 degree
|
Dynamic Shear, G*/sin(δ)
|
2.31 kPa
|
DIME Test ID: 2021-03-30-3-4
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: 03/30/2021
Date Tested: 03/30/2021
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
|
220.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
220.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.312
|
DIME Test ID: 2021-03-30-3-5
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: 03/30/2021
Date Tested: 03/30/2021
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)
|
51.7 degree
|
(G*) x sin(δ)=
|
4567 kPa
|
DIME Test ID: 2021-03-30-3-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/30/2021
Date Tested: 03/30/2021
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: +150 for all test
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
Three
|
Ductility of test #1 (D1)
|
150 cm
|
Ductility of test #2 (D2)
|
150 cm
|
Ductility of test #3 (D3)
|
150 cm
|
Ductility of sample
|
150 cm
|