Sample Record for 2021-04-19-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215405 DEA: 032G1604 EFIS: 0320000235
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.6/12.9
Work Description: COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Contractor Name: All American Asphalt
Contractor Address: PO Box 635, Live Oaks, CA 95953
Resident Engineer: Luis Pompa Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-04-19-6
TL Number from the TL Form: 783758
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
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 1 can
A brief description of the sample: Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hollwood
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert Hollwood
Certified Asphalt Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2021-04-19-6-1
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: 05/03/2021
Date Tested: 04/22/2021
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: Per 2018 Std Specs ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.184 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
87.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.532 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.53 kPa
|
Test 2 of 6
DIME Test ID: 2021-04-19-6-2
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: 05/03/2021
Date Tested: 04/21/2021
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: Per 2018 Std Specs RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.394 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.941 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.96 kPa
|
Test 3 of 6
DIME Test ID: 2021-04-19-6-3
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: 05/03/2021
Date Tested: 04/28/2021
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: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
62.522 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
45.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6250.670 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
4481 kPa
|
Test 4 of 6
DIME Test ID: 2021-04-19-6-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Submitted By Organization: CT HQ - Sacramento Asphalt Binder 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 05/05/2021.
Reason: retested
Test 5 of 6
DIME Test ID: 2021-04-19-6-5
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: 05/03/2021
Date Tested: 04/21/2021
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
175.643 grams
|
Mass of empty container #2
|
173.722 grams
|
Mass of container #1 before test (m1i)
|
211.013 grams
|
Mass of container #2 before test (m2i)
|
209.524 grams
|
Mass of container #1 after test (m1f)
|
210.906 grams
|
Mass of container #2 after test (m2f)
|
209.416 grams
|
Average mass change
|
-0.302 percent
|
Test 6 of 6
DIME Test ID: 2021-04-19-6-6
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: 05/05/2021
Date Tested: 05/04/2021
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:
Minimum test bath temperature at 240 s
|
-6.1 C
|
Maximum test bath temperature at 240 s
|
-6.0 C
|
Time of test load application
|
no data HH:MM:SS
|
File name of test data
|
no data
|
Time beam in bath
|
no data
|
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
|
997.0 mN
|
Beam deflection 60.0 s
|
0.726 µm
|
Measured Stiffness Modulus 60.0 s
|
111.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
111.000 mPa
|
Difference between stiffness moduli 60.0 s
|
0.00 %
|
Estimated m-value 60.0 s
|
0.370
|