Sample Record for 2020-04-27-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-04-27-1
TL Number from the TL Form: COC
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2020
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: PG 64-10
From where was the sample collected: Manufacturer
Laboratory sample identification: AB205060
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Oil
Material Information
Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2020-04-27-1-2
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)
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 04/27/2020.
Reason: retested
Test 2 of 5
DIME Test ID: 2020-04-27-1-4
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: 04/27/2020
Date Tested: 04/27/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Phase Angle (δ) (for the 10 cycles)
|
1.2 degree
|
Dynamic Shear, G*/sin(δ)
|
1.02 kPa
|
(G*) x sin(δ)=
|
3 kPa
|
Test 3 of 5
DIME Test ID: 2020-04-27-1-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/12/2020
Date Tested: 05/13/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
Three
|
Ductility of test #1 (D1)
|
90 cm
|
Ductility of test #2 (D2)
|
91 cm
|
Ductility of test #3 (D3)
|
92 cm
|
Ductility of sample
|
91 cm
|
Test 4 of 5
DIME Test ID: 2020-04-27-1-7
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: 05/12/2020
Date Tested: 05/12/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
One
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
172.686 grams
|
Mass of container #1 before test (m1i)
|
207.616 grams
|
Mass of container #1 after test (m1f)
|
207.596 grams
|
Average mass change
|
-0.057 percent
|
Test 5 of 5
DIME Test ID: 2020-04-27-1-9
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: 05/12/2020
Date Tested: 05/13/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PG64-16
Test Result Compliance:
Additional Comments When Verified:
Test Plate Diameter
|
25.0 mm
|
Test Gap
|
1 µm
|
Test Temperature (Specimen 1)
|
64.0 C
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0 kPa
|
Complex Modulus (G*) (for the 10 measurements)
|
1.530 kPa
|
Phase
|
Original binder
|
Phase Angle (δ) (for the 10 cycles)
|
87.5 degree
|
Dynamic Shear, G*/sin(δ)
|
1.53 kPa
|
(G*) x sin(δ)=
|
2 kPa
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2020-04-27-1-3 | AASHTO R28-16: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV) | 04/27/2020 | 04/27/2020 | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | | Clinton Edmiston |
27086