Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993311 DEA: 022J4104
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-L0.0/6.0
Work Description: PLACE HMA (TYPE A) OVERLAY.
Location Description: TEHAMA COUNTY NEAR PLATINA FROM BEEGUM CREEK BRIDGE TO 2.5 MILES EAST OF BALL ROAD
Contractor Name: J.F. SHEA CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Joel Gasik Structure Rep.: Unknown
DIME Sample ID: 2022-06-16-66
TL Number from the TL Form: 866052
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: 06/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2022
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: PG58-34M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Performance Grade: PG 58-34 M
Modified: Yes
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: 2022-06-16-66-1
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: 07/27/2022
Date Tested: 07/21/2022
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: 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
|
0.306 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
74.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.549 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.64 kPa
|
DIME Test ID: 2022-06-16-66-2
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: 07/27/2022
Date Tested: 07/21/2022
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 two specimens
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.689 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
58.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6.894 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
8.09 kPa
|
Stress Amplitude 2
|
0.394 kPa
|
Phase Angle 2 (δ) (for the 10 cycles)
|
59.9 degree
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
3.939 kPa
|
Test Temperature (Specimen 2)
|
64.0 C
|
Dynamic Shear 2, G*/sin(δ)
|
4.55 kPa
|
Delta at 2.2 kpa
|
60.9 degree
|
DIME Test ID: 2022-06-16-66-3
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: 07/27/2022
Date Tested: 07/25/2022
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
|
42.155 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
39.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4215.701 kPa
|
Test Temperature (Specimen 1)
|
16.0 C
|
(G*) x sin(δ)=
|
2659 kPa
|
DIME Test ID: 2022-06-16-66-4
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: 07/27/2022
Date Tested: 07/26/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-24.0 C
|
Maximum test bath temperature at 240 s
|
-23.9 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
|
986.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
125.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
125.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.300
|