Sample Record for 2025-05-06-58
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214627 DEA: 05344904 EFIS: 0500000505
QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-156-3/R8.2
Work Description: SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE.
Location Description: SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 223 Harrison Road 1B, Salinas, CA 93907
Resident Engineer: Frank (Farrukh) Sana Structure Rep.: Neil Weller
Sample Information
DIME Sample ID: 2025-05-06-58
TL Number from the TL Form: 0506252
Sample Submitted By Organization: WSP USA - Phoenix
Sample Organization Contact: 480-519-9086
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 05/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2025
The quantity of what the sample constitutes: 1 of 2 Cans
A brief description of the sample: PG 64-28M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis
Material Information
Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 2025-05-06-58-1
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: 05/28/2025
Date Tested: 05/22/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Original
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.108 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
77.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
0.892 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
0.92 kPa
|
Test 2 of 9
DIME Test ID: 2025-05-06-58-2
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: 05/28/2025
Date Tested: 05/28/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
|
10.00 %
|
|
Stress Amplitude
|
0.224 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
71.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.241 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.36 kPa
|
Test 3 of 9
DIME Test ID: 2025-05-06-58-3
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: 05/28/2025
Date Tested: 05/22/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: RTFO +6C
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
|
0.224 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
71.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.242 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.36 kPa
|
|
Stress Amplitude 2
|
0.121 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
74.0 degree
|
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
1.200 kPa
|
|
Test Temperature (Specimen 2)
|
70.0 C
|
|
Dynamic Shear 2, G*/sin(δ)
|
1.25 kPa
|
|
Delta at 2.2 kpa
|
72.0 degree
|
Test 4 of 9
DIME Test ID: 2025-05-06-58-4
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: 05/28/2025
Date Tested: 05/23/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
|
22.224 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2211.238 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
1638 kPa
|
Test 5 of 9
DIME Test ID: 2025-05-06-58-5
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Submitted By Organization: WSP USA - Phoenix
Organization Address: 3630 East Wier Avenue,
Organization City: Phoenix
Organization State: AZ
Organization Zipcode: 85040
Organization Email: brian.waterbury@wsp.com
Organization Phone: 480-519-9086
This test has been superseded on 05/28/2025. The corrected test ID is: 2025-05-06-58-9
Reason: retested
Test 6 of 9
DIME Test ID: 2025-05-06-58-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/28/2025
Date Tested: 05/22/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
|
09:31 HH:MM
|
|
Test Temperature
|
135.5 C
|
|
Speed
|
200 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
35.1 %
|
|
Viscosity reading #1 (A)
|
438.75 cP
|
|
Viscosity reading #2 (B)
|
438.75 cP
|
|
Viscosity reading #3 (C)
|
438.75 cP
|
|
Average viscosity
|
0.439 Pa-s
|
Test 7 of 9
DIME Test ID: 2025-05-06-58-6
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/28/2025
Date Tested: 05/28/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Elastic Recovery
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
8.0 cm
|
|
% Elongation Recovery
|
60 %
|
Test 8 of 9
DIME Test ID: 2025-05-06-58-8
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: 05/28/2025
Date Tested: 05/22/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
|
|
Mass of container #1 before test (m1i)
|
205.148 grams
|
|
Mass of container #2 before test (m2i)
|
205.217 grams
|
|
Mass of container #1 after test (m1f)
|
204.997 grams
|
|
Mass of container #2 after test (m2f)
|
205.072 grams
|
|
Average mass change
|
-0.415 percent
|
|
Mass of empty container #1
|
169.804 grams
|
|
Mass of empty container #2
|
170.215 grams
|
|
Mass correction factor
|
0.006
|
Test 9 of 9
DIME Test ID: 2025-05-06-58-9
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: 05/28/2025
Date Tested: 05/28/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: BBR
The test was superseded from test ID: 2025-05-06-58-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-18 C
|
|
Maximum test bath temperature at 240 s
|
-18 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
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
102 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.355
|
