Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214302 DEA: 100E9604 EFIS: 1013000254
QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO,TUO-120-32.5/R56.5
Work Description: COLD PLANE, PLACE HMA, REPLACE RAILING AND SIGNS.
Location Description: TUOLUMNE AND MARIPOSA COUNTIES NEAR BUCK MEADOWS FROM FERRETTI ROAD TO YOSEMITE NATIONAL PARK BOUNDARY
Contractor Name: GEORGE REED INC
Contractor Address: 140 Empire Ave, Modesto, CA 95354
Resident Engineer: Colin Doran Structure Rep.: Stephen Pozzo
DIME Sample ID: 2020-06-19-11
TL Number from the TL Form: 034681
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: 06/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: PG 64-16 Sample#1 test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech
Performance Grade: PG 64-16
Modified: No
Lot number: Unknown
Sublot number: Unknown
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2020-06-19-11-1
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: 09/24/2020
Date Tested: 07/30/2020
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:
|
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
|
174.690 grams
|
|
Mass of container #1 before test (m1i)
|
209.920 grams
|
|
Mass of container #1 after test (m1f)
|
209.800 grams
|
|
Average mass change
|
-0.341 percent
|
DIME Test ID: 2020-06-19-11-3
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: 08/12/2020
Date Tested: 08/06/2020
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
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.163 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.362 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.36 kPa
|
DIME Test ID: 2020-06-19-11-7
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/24/2020
Date Tested: 07/31/2020
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:
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
One
|
|
Ductility of test #1 (D1)
|
100 cm
|
|
Ductility of sample
|
100 cm
|
DIME Test ID: 2020-06-19-11-10
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: 08/31/2020
Date Tested: 08/20/2020
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:
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.8 degree
|
|
Dynamic Shear, G*/sin(δ)
|
3.36 kPa
|
DIME Test ID: 2020-06-19-11-11
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: 09/01/2020
Date Tested: 08/31/2020
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:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
49.4 degree
|
|
(G*) x sin(δ)=
|
2026 kPa
|
DIME Test ID: 2020-06-19-11-12
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: 09/24/2020
Date Tested: 09/24/2020
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:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
no data
|
|
Maximum test bath temperature at 240 s
|
no data
|
|
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
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
66.200 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.393
|
