Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994751 DEA: 010C5004 EFIS: 0112000292
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-11.3/34.6
Work Description: Project Name: Bridge Rail Replacement - 3 Bridges
Location Description: Hely Creek, Little Larabee Creek and Butte Creek Bridge.
Contractor Name: Mercer-Fraser Company
Contractor Address: 200 Dinsmore Dr, Fortuna, CA 95540
Resident Engineer: Joaquin Rodriguez Structure Rep.: Adlai Evans
DIME Sample ID: 2025-04-08-32
TL Number from the TL Form: 00000
Sample Submitted By Organization: WSP USA - Phoenix
Sample Organization Contact: 480-519-9086
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2025
The quantity of what the sample constitutes: 1 can of binder
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: Mercer Fraser Boyd Road
Performance Grade: PG 64-16
Modified: No
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:
DIME Test ID: 2025-04-08-32-8
Test Method: AASHTO R28-22: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 05/15/2025
Date Tested: 05/14/2025
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: PAV @ 100C
Test Result Compliance: complies
Additional Comments When Verified:
|
Sample identification
|
2025-04-08-32
|
|
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)
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20 hours
|
|
Total aging time (minute)
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no data0 minutes
|
|
The heating temperature
|
100 C
|
DIME Test ID: 2025-04-08-32-9
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: 05/15/2025
Date Tested: 05/07/2025
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
|
12.00 %
|
|
Stress Amplitude
|
0.148 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.227 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.23 kPa
|
DIME Test ID: 2025-04-08-32-10
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: 05/15/2025
Date Tested: 05/07/2025
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
|
10.00 %
|
|
Stress Amplitude
|
0.263 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.616 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.63 kPa
|
DIME Test ID: 2025-04-08-32-11
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: 05/15/2025
Date Tested: 05/08/2025
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
|
1.00 %
|
|
Stress Amplitude
|
33.779 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
55.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3360.887 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
2760 kPa
|
DIME Test ID: 2025-04-08-32-12
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: 05/15/2025
Date Tested: 05/09/2025
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
|
-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
|
99.3 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.409
|
DIME Test ID: 2025-04-08-32-13
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: 05/15/2025
Date Tested: 05/07/2025
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)
|
208.191 grams
|
|
Mass of container #2 before test (m2i)
|
207.777 grams
|
|
Mass of container #1 after test (m1f)
|
208.102 grams
|
|
Mass of container #2 after test (m2f)
|
207.696 grams
|
|
Average mass change
|
-0.215 percent
|
|
Mass of empty container #1
|
173.588 grams
|
|
Mass of empty container #2
|
172.874 grams
|
|
Mass correction factor
|
0.03
|
DIME Test ID: 2025-04-08-32-14
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
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
|
One
|
|
Ductility of test #1 (D1)
|
150 cm
|
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2025-04-08-32-15
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/15/2025
Date Tested: 05/08/2025
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
|
135.1 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
0.463 in
|
|
Torque
|
13.7 %
|
|
Viscosity reading #1 (A)
|
342.5 cP
|
|
Viscosity reading #2 (B)
|
342.5 cP
|
|
Viscosity reading #3 (C)
|
342.5 cP
|
|
Average viscosity
|
0.343 Pa-s
|
