Sample Record for 2025-03-11-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000014 DEA: 010H1504 EFIS: 0117000116
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-R0.0/25.7
Work Description: HMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER.
Location Description: MENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Steve Tisell Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-03-11-16
TL Number from the TL Form: 931015
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 03/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/17/2025
The quantity of what the sample constitutes: 1 can binder
A brief description of the sample: 1 can PG 58-22
From where was the sample collected: Source
Laboratory sample identification: 25-062
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Material Information
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
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 10
DIME Test ID: 2025-03-11-16-7
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)
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This test has been superseded on 03/26/2025. The corrected test ID is: 2025-03-11-16-13
Reason: retested
Test 2 of 10
DIME Test ID: 2025-03-11-16-8
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: 03/26/2025
Date Tested: 03/24/2025
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
|
1.107 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
73.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
11.018 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
11.52 kPa
|
Test 3 of 10
DIME Test ID: 2025-03-11-16-9
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: 03/26/2025
Date Tested: 03/25/2025
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
|
55.366 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
43.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5508.850 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
3764 kPa
|
Test 4 of 10
DIME Test ID: 2025-03-11-16-10
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/26/2025
Date Tested: 03/25/2025
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)
|
140 cm
|
|
Ductility of test #2 (D2)
|
140 cm
|
|
Ductility of test #3 (D3)
|
141 cm
|
|
Ductility of sample
|
140 cm
|
Test 5 of 10
DIME Test ID: 2025-03-11-16-11
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: 03/26/2025
Date Tested: 03/25/2025
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:
|
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
|
97.1 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.359
|
Test 6 of 10
DIME Test ID: 2025-03-11-16-12
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/26/2025
Date Tested: 03/26/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
|
Time of test
|
08:53 HH:MM
|
|
Test Temperature
|
135.6 C
|
|
Speed
|
200 rpm
|
|
Spindle size
|
0.46 in
|
|
Torque
|
37 %
|
|
Viscosity reading #1 (A)
|
0.463 Pa-s
|
|
Viscosity reading #2 (B)
|
0.463 Pa-s
|
|
Viscosity reading #3 (C)
|
0.463 Pa-s
|
|
Average viscosity
|
0.463 Pa-s
|
Test 7 of 10
DIME Test ID: 2025-03-11-16-13
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: 03/26/2025
Date Tested: 03/26/2025
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
The test was superseded from test ID: 2025-03-11-16-7
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
|
12.00 %
|
|
Stress Amplitude
|
0.479 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
80.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.975 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.04 kPa
|
Test 8 of 10
DIME Test ID: 2025-03-11-16-14
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: 03/26/2025
Date Tested: 03/25/2025
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: OG retest
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
|
12.00 %
|
|
Stress Amplitude
|
0.483 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
80.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.021 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.08 kPa
|
Test 9 of 10
DIME Test ID: 2025-03-11-16-15
Test Method: AASHTO R28-16: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 03/28/2025
Date Tested: 03/25/2025
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: Aged @ 100C
Test Result Compliance: complies
Additional Comments When Verified:
|
Sample identification
|
2025-03-11-16
|
|
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)
|
no data0 hours
|
|
Total aging time (minute)
|
no data0 minutes
|
|
The heating temperature
|
100 C
|
Test 10 of 10
DIME Test ID: 2025-03-11-16-16
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: 04/17/2025
Date Tested: 03/24/2025
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 data
|
|
Mass of container #1 before test (m1i)
|
206.319 grams
|
|
Mass of container #2 before test (m2i)
|
204.337 grams
|
|
Mass of container #1 after test (m1f)
|
206.116 grams
|
|
Mass of container #2 after test (m2f)
|
204.133 grams
|
|
Average mass change
|
-0.578 percent
|
|
Mass of empty container #1
|
171.425 grams
|
|
Mass of empty container #2
|
169.499 grams
|
|
Mass correction factor
|
0.006
|
