Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994247 DEA: 051H8604 EFIS: 0517000002
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-46.2/R52.3
Work Description: COLD PLANE AC PVMT, PLACE HMA, RHMA-G, HMA-0, REPLACE MEDIAN BARRIER.
Location Description: SANTA BARBARA COUNTY NEAR GAVIOTA FROM 0.1 MILE NORTH OF GAVIOTA BEACH STATE PARK TO OLD COAST HIGHWAY
Contractor Name: CALPORTLAND COMPANY
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA, CA 93456
Resident Engineer: Jason Torres Structure Rep.: Sal Heredia
DIME Sample ID: 2025-05-21-54
TL Number from the TL Form: 250521B
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: 05/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2025
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Portland Garey
Performance Grade: PG 58-34 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:
DIME Test ID: 2025-05-21-54-1
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: 06/16/2025
Date Tested: 06/12/2025
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
|
12.06 %
|
|
Stress Amplitude
|
0.269 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
68.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.228 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.40 kPa
|
DIME Test ID: 2025-05-21-54-2
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: 06/16/2025
Date Tested: 06/12/2025
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
|
0.645 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
60.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
6.449 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
7.43 kPa
|
DIME Test ID: 2025-05-21-54-3
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: 06/16/2025
Date Tested: 06/12/2025
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: Delta @ 2.2 kPa
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue two specimens
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
63.7 degree
|
|
Dynamic Shear, G*/sin(δ)
|
2.30 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
66.2 degree
|
|
Dynamic Shear 2, G*/sin(δ)
|
1.30 kPa
|
|
Delta at 2.2 kpa
|
64.0 degree
|
DIME Test ID: 2025-05-21-54-4
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: 06/16/2025
Date Tested: 06/13/2025
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
|
38.818 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
39.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3880.270 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
2452 kPa
|
DIME Test ID: 2025-05-21-54-5
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/16/2025
Date Tested: 06/13/2025
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
|
-24 C
|
|
Maximum test bath temperature at 240 s
|
-24 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
|
139 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.303
|
DIME Test ID: 2025-05-21-54-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/16/2025
Date Tested: 06/12/2025
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
|
12:17 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
200 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
46 %
|
|
Viscosity reading #1 (A)
|
577.5 cP
|
|
Viscosity reading #2 (B)
|
575 cP
|
|
Viscosity reading #3 (C)
|
575 cP
|
|
Average viscosity
|
0.576 Pa-s
|
DIME Test ID: 2025-05-21-54-8
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: 06/16/2025
Date Tested: 06/12/2025
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)
|
203.794 grams
|
|
Mass of container #2 before test (m2i)
|
202.57 grams
|
|
Mass of container #1 after test (m1f)
|
203.616 grams
|
|
Mass of container #2 after test (m2f)
|
202.389 grams
|
|
Average mass change
|
-0.509 percent
|
|
Mass of empty container #1
|
168.919 grams
|
|
Mass of empty container #2
|
167.702 grams
|
|
Mass correction factor
|
0.006
|
DIME Test ID: 2025-05-21-54-10
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/16/2025
Date Tested: 06/13/2025
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: ER
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
6.0 cm
|
|
% Elongation Recovery
|
70 %
|
