Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993344 DEA: 022J3804 EFIS: 0221000072
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-R48.0/51.0
Work Description: HMA OVERLAY AND REPLACE AC SURFACING.
Location Description: SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2022-07-11-68
TL Number from the TL Form: C891180
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: 07/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2022
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: 58-22 BINDER // PSE
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VALERO
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-11-68-1
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: 08/09/2022
Date Tested: 08/03/2022
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: 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
|
0.207 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.725 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.73 kPa
|
DIME Test ID: 2022-07-11-68-2
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: 08/11/2022
Date Tested: 08/03/2022
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: 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
|
0.538 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
78.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5.384 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
5.50 kPa
|
DIME Test ID: 2022-07-11-68-3
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: 08/09/2022
Date Tested: 08/08/2022
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
|
30.711 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
45.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3071.105 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2205 kPa
|
DIME Test ID: 2022-07-11-68-4
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: 08/09/2022
Date Tested: 08/08/2022
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-12.1 C
|
Maximum test bath temperature at 240 s
|
-11.9 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
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
85.600 mPa
|
Estimated Stiffness Modulus 60.0 s
|
85.600 mPa
|
Difference between stiffness moduli 60.0 s
|
0.00 %
|
Estimated m-value 60.0 s
|
0.387
|