Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995239 DEA: 060W9104 EFIS: 0618000011
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-27.6/30.6
Work Description: HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location Description: TULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
Contractor Name: Granite Construction Company (Jorge Velazquez)
Contractor Address: Unknown
Resident Engineer: Amir Zamanian Structure Rep.: Albert Heredia
DIME Sample ID: 2025-04-22-97
TL Number from the TL Form: C057153
Sample Submitted By Organization: WSP USA - Phoenix
Sample Organization Contact: 480-519-9086
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 04/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: PSUE
A brief description of the sample: 1 can PG 64-16 Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MMV - Visalia
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-04-22-97-1
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: 06/11/2025
Date Tested: 06/02/2025
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: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.163 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.362 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.36 kPa
|
DIME Test ID: 2025-04-22-97-2
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: 06/11/2025
Date Tested: 06/02/2025
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
|
0.254 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.544 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.54 kPa
|
DIME Test ID: 2025-04-22-97-3
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: 06/11/2025
Date Tested: 06/10/2025
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
|
47.152 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
61.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4714.751 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
4124 kPa
|
DIME Test ID: 2025-04-22-97-4
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: 06/11/2025
Date Tested: 06/11/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-6 C
|
|
Maximum test bath temperature at 240 s
|
-5.9 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)
|
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
|
188 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.395
|
DIME Test ID: 2025-04-22-97-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/11/2025
Date Tested: 06/02/2025
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: 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: 2025-04-22-97-6
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/11/2025
Date Tested: 06/02/2025
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
|
09:00 HH:MM
|
|
Test Temperature
|
135.5 C
|
|
Speed
|
200 rpm
|
|
Spindle size
|
0.463 in
|
|
Torque
|
22.9 %
|
|
Viscosity reading #1 (A)
|
286.25 cP
|
|
Viscosity reading #2 (B)
|
286.25 cP
|
|
Viscosity reading #3 (C)
|
285 cP
|
|
Average viscosity
|
0.286 Pa-s
|
DIME Test ID: 2025-04-22-97-8
Test Method: AASHTO R28-22: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 06/11/2025
Date Tested: 06/02/2025
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 @ 100C
Test Result Compliance: complies
Additional Comments When Verified:
|
Sample identification
|
2025-04-22-97
|
|
Aging Test Temperature, nearest 0.5 C
|
100 C
|
|
Minimum aging temperature recorded
|
100 C
|
|
Maximum aging temperature recorded
|
100 C
|
|
Total time during aging that temperature was outside the specified range
|
no data0 minutes
|
|
Total aging time (hour)
|
20 hours
|
|
Total aging time (minute)
|
no data0 minutes
|
|
The heating temperature
|
100 C
|
DIME Test ID: 2025-04-22-97-9
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: 06/11/2025
Date Tested: 06/11/2025
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)
|
192.032 grams
|
|
Mass of container #2 before test (m2i)
|
202.447 grams
|
|
Mass of container #1 after test (m1f)
|
192.025 grams
|
|
Mass of container #2 after test (m2f)
|
202.44 grams
|
|
Average mass change
|
-0.014 percent
|
|
Mass of empty container #1
|
157.11 grams
|
|
Mass of empty container #2
|
167.742 grams
|
|
Mass correction factor
|
0.006
|
