Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215721 DEA: 010K5704 EFIS: 0120000118
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-40.5/45.7
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location Description: HUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P. O. BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown
DIME Sample ID: 2021-11-18-14
TL Number from the TL Form: 581672
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 11/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/29/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-16
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dinsmore Plant
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Dinsmore Plant
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-11-18-14-1
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: 12/13/2021
Date Tested: 12/13/2021
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 specification
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-6.0 C
|
Maximum test bath temperature at 240 s
|
-6.0 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
|
977.0 mN
|
Beam deflection 60.0 s
|
1.014 µm
|
Measured Stiffness Modulus 60.0 s
|
77.700 mPa
|
Estimated Stiffness Modulus 60.0 s
|
77.600 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.382
|
DIME Test ID: 2021-11-18-14-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/13/2021
Date Tested: 12/08/2021
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 Original
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
|
0.305 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.2 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.540 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.56 kPa
|
DIME Test ID: 2021-11-18-14-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/13/2021
Date Tested: 12/08/2021
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 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
|
0.939 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
75.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
9.390 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
9.70 kPa
|
DIME Test ID: 2021-11-18-14-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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 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
|
40.341 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
46.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4034.074 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
2921 kPa
|
DIME Test ID: 2021-11-18-14-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/13/2021
Date Tested: 12/08/2021
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 orig 2nd run
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
|
0.303 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.2 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.525 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.54 kPa
|