Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993590 DEA: 101J2004 EFIS: 1018000147
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-26-8.0/17.8
Work Description: COLD PLANE AND HMA OVERLAY.
Location Description: SAN JOAQUIN COUNTY AT AND NEAR LINDEN AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF GOGNA ROAD TO 1.3 MILES WEST OF SHELLEY ROAD
Contractor Name: George Reed Inc.
Contractor Address: 140 Empire Ave, Modesto, CA 95354
Resident Engineer: Troy Scheiber Structure Rep.: Unknown
DIME Sample ID: 2022-06-21-53
TL Number from the TL Form: 723818
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: 06/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2022
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: PG 64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia
Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 17
Tank number:
Time of sample:
HMA Supplier: George Reed - Clements
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-06-21-53-1
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: 07/26/2022
Date Tested: 07/13/2022
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
|
0.145 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
76.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.205 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.24 kPa
|
DIME Test ID: 2022-06-21-53-2
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: 07/26/2022
Date Tested: 07/13/2022
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
|
0.437 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
63.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.368 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.90 kPa
|
Stress Amplitude 2
|
0.240 kPa
|
Phase Angle 2 (δ) (for the 10 cycles)
|
66.5 degree
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
2.399 kPa
|
Test Temperature (Specimen 2)
|
70.0 C
|
Dynamic Shear 2, G*/sin(δ)
|
2.62 kPa
|
Delta at 2.2 kpa
|
67.1 degree
|
DIME Test ID: 2022-06-21-53-3
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: 07/26/2022
Date Tested: 07/14/2022
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
|
14.053 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
41.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1405.357 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
929 kPa
|
DIME Test ID: 2022-06-21-53-4
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: 07/26/2022
Date Tested: 07/15/2022
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
|
-18.0 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
|
982.0 mN
|
Beam deflection 60.0 s
|
1.397 µm
|
Measured Stiffness Modulus 60.0 s
|
56.400 mPa
|
Estimated Stiffness Modulus 60.0 s
|
56.500 mPa
|
Difference between stiffness moduli 60.0 s
|
0.18 %
|
Estimated m-value 60.0 s
|
0.321
|