Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213406 DEA: 030F2504 EFIS: 0300000075
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5
Work Description: SAC RIVER BOH (BRYTE BEND)
Location Description: SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Ephrem Teweldeberhan Structure Rep.: Brent Bullard
DIME Sample ID: 2021-04-11-1
TL Number from the TL Form: c783777
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 04/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert Perkins 1111
Certified Asphalt Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-04-11-1-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 04/16/2021
Date Tested: 04/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
173.714 grams
|
Mass of empty container #2
|
175.504 grams
|
Mass of container #1 before test (m1i)
|
209.474 grams
|
Mass of container #2 before test (m2i)
|
211.422 grams
|
Mass of container #1 after test (m1f)
|
209.347 grams
|
Mass of container #2 after test (m2f)
|
211.292 grams
|
Average mass change
|
-0.359 percent
|
DIME Test ID: 2021-04-11-1-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: per 2018 standard specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.583 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.862 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.88 kPa
|
DIME Test ID: 2021-04-11-1-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: as per 2018 standard specs RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
1.331 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
80.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
13.312 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
13.51 kPa
|
DIME Test ID: 2021-04-11-1-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV PER 2018 STD SPECS
Test Result Compliance: not applicable
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
|
116.860 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
43.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
11683.699 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
8043 kPa
|
DIME Test ID: 2021-04-11-1-5
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/16/2021
Date Tested: 04/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PER 2018 STANDARD SPECS
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)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
180.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
180.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.338
|
DIME Test ID: 2021-04-11-1-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV 2ND PER 2018 STD SPECS
Test Result Compliance: not applicable
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
|
117.215 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
43.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
11717.675 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
8125 kPa
|
DIME Test ID: 2021-04-11-1-7
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV 2ND +3 PER 2018 STD SPECS
Test Result Compliance: does not comply
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
|
80.451 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
46.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
8042.827 kPa
|
Test Temperature (Specimen 1)
|
31.0 C
|
(G*) x sin(δ)=
|
5824 kPa
|
DIME Test ID: 2021-04-11-1-8
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/16/2021
Date Tested: 04/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV +3 PER 2018 STD SPECS
Test Result Compliance: does not comply
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
|
80.187 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
46.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
8016.816 kPa
|
Test Temperature (Specimen 1)
|
31.0 C
|
(G*) x sin(δ)=
|
5777 kPa
|