Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993732 DEA: 010K9804 EFIS: 0121000038
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-64.9/69.3
Work Description: REPLACE ASPHALT CONCRETE SURFACING; GEOSYNTHETIC PAVEMENT INTERLAYER.
Location Description: MENDOCINO COUNTY AT AND NEAR LAYTONVILLE FROM 1.6 MILES SOUTH TO 2.5 MILES NORTH OF TEN MILE CREEK BRIDGE
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Katharine Perrin Structure Rep.: Unknown
DIME Sample ID: 2022-08-07-4
TL Number from the TL Form: 033178
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: R25 PG58-22
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-07-4-1
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: 08/19/2022
Date Tested: 08/17/2022
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: (530) 713-6823
General Comments for this Test: OG
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
|
0.219 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.825 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.83 kPa
|
DIME Test ID: 2022-08-07-4-2
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: 08/19/2022
Date Tested: 08/17/2022
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: (530) 713-6823
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
|
0.617 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
77.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
6.167 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
6.31 kPa
|
DIME Test ID: 2022-08-07-4-3
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: 08/19/2022
Date Tested: 08/17/2022
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: (530) 713-6823
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
|
41.614 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4161.043 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
3023 kPa
|
DIME Test ID: 2022-08-07-4-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/06/2026
Date Tested: 08/29/2022
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: (530) 713-6823
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12 C
|
|
Maximum test bath temperature at 240 s
|
-12.1 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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
77.8 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
77.8 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.384
|
