Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994309 DEA: 033H5404 EFIS: 0318000012
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci
DIME Sample ID: 2025-06-07-8
TL Number from the TL Form: 778833
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: 06/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero-Benicia Asphalt Plant
Performance Grade: PG 64-16
Modified: No
Lot number: 4
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert - Hallwood Plant
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-06-07-8-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2025
Date Tested: 07/14/2025
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: 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
|
0.101 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
0.836 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
0.84 kPa
|
DIME Test ID: 2025-06-07-8-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2025
Date Tested: 07/15/2025
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: does not comply
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.05 %
|
|
Stress Amplitude
|
0.210 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.094 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.10 kPa
|
DIME Test ID: 2025-06-07-8-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2025
Date Tested: 07/17/2025
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
|
26.062 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
52.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2593.161 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
2046 kPa
|
DIME Test ID: 2025-06-07-8-7
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/23/2025
Date Tested: 07/16/2025
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
|
00:00 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
12 %
|
|
Viscosity reading #1 (A)
|
300 cP
|
|
Viscosity reading #2 (B)
|
300 cP
|
|
Viscosity reading #3 (C)
|
299.99 cP
|
|
Average viscosity
|
0.3 Pa-s
|
DIME Test ID: 2025-06-07-8-8
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: 07/23/2025
Date Tested: 07/17/2025
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
|
-6.1 C
|
|
Maximum test bath temperature at 240 s
|
-6 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
|
64.4 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.405
|
DIME Test ID: 2025-06-07-8-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/23/2025
Date Tested: 07/16/2025
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: DUCT
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: 2025-06-07-8-10
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: 07/23/2025
Date Tested: 07/10/2025
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)
|
212.281 grams
|
|
Mass of container #2 before test (m2i)
|
208.76 grams
|
|
Mass of container #1 after test (m1f)
|
212.229 grams
|
|
Mass of container #2 after test (m2f)
|
208.702 grams
|
|
Average mass change
|
-0.128 percent
|
|
Mass of empty container #1
|
177.259 grams
|
|
Mass of empty container #2
|
173.975 grams
|
|
Mass correction factor
|
0.03
|
