Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995495 DEA: 101C2704 EFIS: 1014000097
QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-5-27.1
Work Description: REPLACE SAFETY ROADSIDE REST AREA.
Location Description: STATE HIGHWAY IN STANISLAUS COUNTY ABOUT 1.0 MILE SOUTH OF SAN JOAQUIN COUNTY LINE AT THE WESTLEY SAFETY ROADSIDE REST AREA
Contractor Name: TSI ENGINEERING, INC.
Contractor Address: 4600 Roseville Road, Suite140, North Highland, CA 95660
Resident Engineer: Zubair Anwar Structure Rep.: Sai Kasaraneni
DIME Sample ID: 2025-08-18-64
TL Number from the TL Form:
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 08/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2-inch Type A HMA, PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vernalis
Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 2
Tank number:
Time of sample:
HMA Supplier: Vernalis
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2025-08-18-64-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/03/2025
Date Tested: 09/22/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.140 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.161 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.16 kPa
|
DIME Test ID: 2025-08-18-64-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/03/2025
Date Tested: 09/29/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.05 %
|
|
Stress Amplitude
|
0.248 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.469 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.47 kPa
|
DIME Test ID: 2025-08-18-64-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/03/2025
Date Tested: 09/24/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
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
|
1.01 %
|
|
Stress Amplitude
|
36.071 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
57.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3588.943 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
3020 kPa
|
DIME Test ID: 2025-08-18-64-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/03/2025
Date Tested: 09/24/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
Three
|
|
Ductility of test #1 (D1)
|
150 cm
|
|
Ductility of test #2 (D2)
|
150 cm
|
|
Ductility of test #3 (D3)
|
150 cm
|
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2025-08-18-64-6
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: 10/03/2025
Date Tested: 09/24/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
|
Time test started
|
12:00:00 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
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
119.963 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
120.353
|
DIME Test ID: 2025-08-18-64-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/03/2025
Date Tested: 09/26/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Viscosity @135C
Test Result Compliance: complies
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
cP
|
|
Time of test
|
00:00 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
12.3 %
|
|
Viscosity reading #1 (A)
|
307.5 cP
|
|
Viscosity reading #2 (B)
|
307.5 cP
|
|
Viscosity reading #3 (C)
|
307.5 cP
|
|
Average viscosity
|
0.308 Pa-s
|
DIME Test ID: 2025-08-18-64-8
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 10/03/2025
Date Tested: 09/23/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Mass Change
Test Result Compliance: complies
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Is mass change correction factor needed?
|
Yes
|
|
Any material loss from containers during heating process/testing?
|
no data
|
|
Mass of container #1 before test (m1i)
|
202.351 grams
|
|
Mass of container #2 before test (m2i)
|
206.213 grams
|
|
Mass of container #1 after test (m1f)
|
202.27 grams
|
|
Mass of container #2 after test (m2f)
|
206.135 grams
|
|
Average mass change
|
-0.198 percent
|
|
Mass of empty container #1
|
167.473 grams
|
|
Mass of empty container #2
|
171.473 grams
|
|
Mass correction factor
|
0.03
|
