Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2025-05-14-46
TL Number from the TL Form: 857979
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: 05/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2025
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: PG 58-34
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake
Performance Grade: PG 58-34
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-05-14-46-1
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: 06/06/2025
Date Tested: 06/06/2025
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)
|
82.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.158 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.17 kPa
|
DIME Test ID: 2025-05-14-46-2
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: 06/06/2025
Date Tested: 06/06/2025
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
|
0.281 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
76.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.793 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.87 kPa
|
DIME Test ID: 2025-05-14-46-3
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: 06/06/2025
Date Tested: 06/04/2025
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
|
41.937 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
43.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4172.684 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
2867 kPa
|
DIME Test ID: 2025-05-14-46-4
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: 06/06/2025
Date Tested: 06/04/2025
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:
|
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
|
220 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.315
|
DIME Test ID: 2025-05-14-46-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/06/2025
Date Tested: 06/04/2025
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: 2025-05-14-46-6
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/06/2025
Date Tested: 06/02/2025
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
|
09:00 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
11.9 %
|
|
Viscosity reading #1 (A)
|
297.5 cP
|
|
Viscosity reading #2 (B)
|
297.5 cP
|
|
Viscosity reading #3 (C)
|
297.4 cP
|
|
Average viscosity
|
0.297 Pa-s
|
DIME Test ID: 2025-05-14-46-8
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: 06/06/2025
Date Tested: 06/03/2025
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
|
|
Mass of container #1 before test (m1i)
|
207.832 grams
|
|
Mass of container #2 before test (m2i)
|
208.077 grams
|
|
Mass of container #1 after test (m1f)
|
207.628 grams
|
|
Mass of container #2 after test (m2f)
|
207.866 grams
|
|
Average mass change
|
-0.564 percent
|
|
Mass of empty container #1
|
172.845 grams
|
|
Mass of empty container #2
|
173.226 grams
|
|
Mass correction factor
|
0.03
|
DIME Test ID: 2025-05-14-46-9
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: 06/06/2025
Date Tested: 06/06/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Original
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.143 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.183 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.19 kPa
|
