Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215588 DEA: 101J1004 EFIS: 1018000142
QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA-104-0.0/10.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE PAVEMENT WITH HMA.
Location Description: AMADOR COUNTY IN AND NEAR IONE AT VARIOUS LOCATIONS FROM SACRAMENTO COUNTY LINE TO ROUTE 49
Contractor Name: George Reed Inc.
Contractor Address: 140 Empire Ave, Modesto, CA 95354
Resident Engineer: Pawan Garg Structure Rep.: Unknown
DIME Sample ID: 2021-07-29-13
TL Number from the TL Form: 034933
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: 07/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE
Performance Grade: PG 64-28
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-07-29-13-1
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: 08/11/2021
Date Tested: 08/08/2021
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 Standard Specifications
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
|
179.056 grams
|
Mass of empty container #2
|
169.942 grams
|
Mass of container #1 before test (m1i)
|
215.030 grams
|
Mass of container #2 before test (m2i)
|
205.018 grams
|
Mass of container #1 after test (m1f)
|
214.862 grams
|
Mass of container #2 after test (m2f)
|
204.850 grams
|
Average mass change
|
-0.473 percent
|
DIME Test ID: 2021-07-29-13-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/11/2021
Date Tested: 08/08/2021
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 standard specifications
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
|
0.148 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.234 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.24 kPa
|
DIME Test ID: 2021-07-29-13-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/11/2021
Date Tested: 08/09/2021
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 Standard Specifications 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
|
0.382 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
78.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.820 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.90 kPa
|
DIME Test ID: 2021-07-29-13-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/11/2021
Date Tested: 08/09/2021
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 Standard Specifications 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
|
57.355 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
45.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5735.535 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
4091 kPa
|
DIME Test ID: 2021-07-29-13-5
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: 08/11/2021
Date Tested: 08/09/2021
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 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-18.1 C
|
Maximum test bath temperature at 240 s
|
-17.9 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
|
953.0 mN
|
Beam deflection 60.0 s
|
0.309 µm
|
Measured Stiffness Modulus 60.0 s
|
249.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
249.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.313
|