Sample Record for 2022-08-03-40
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215349 DEA: 081C0824 EFIS: 0816000087
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra
Sample Information
DIME Sample ID: 2022-08-03-40
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2022
The quantity of what the sample constitutes: 40% Rap Extracted & Recovered Binder
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel-Tempe
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2022-08-03-40-1
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)
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: (916) 227-7302
This test has been superseded on 08/31/2022. The corrected test ID is: 2022-08-03-40-8
Reason: retested
Test 2 of 8
DIME Test ID: 2022-08-03-40-2
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: 09/01/2022
Date Tested: 08/31/2022
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: 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
|
69.450 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
44.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
6945.014 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
4833 kPa
|
Test 3 of 8
DIME Test ID: 2022-08-03-40-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/30/2022
Date Tested: 08/30/2022
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
5.0 cm
|
|
% Elongation Recovery
|
75 %
|
Test 4 of 8
DIME Test ID: 2022-08-03-40-4
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: 09/01/2022
Date Tested: 08/31/2022
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: BBR
Test Result Compliance:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-18 C
|
|
Maximum test bath temperature at 240 s
|
-18 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
|
984 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
287 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
287 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.298
|
Test 5 of 8
DIME Test ID: 2022-08-03-40-5
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: 08/30/2022
Date Tested: 08/30/2022
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: Delta
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue two specimens
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.753 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
68.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
7.527 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
8.10 kPa
|
|
Stress Amplitude 2
|
0.381 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
70.6 degree
|
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
3.813 kPa
|
|
Test Temperature (Specimen 2)
|
70.0 C
|
|
Dynamic Shear 2, G*/sin(δ)
|
4.04 kPa
|
|
Delta at 2.2 kpa
|
71.6 degree
|
Test 6 of 8
DIME Test ID: 2022-08-03-40-6
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: 08/30/2022
Date Tested: 08/30/2022
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: RTFO @ 70C
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.381 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
70.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.813 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.04 kPa
|
Test 7 of 8
DIME Test ID: 2022-08-03-40-7
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: 08/30/2022
Date Tested: 08/30/2022
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: RTFO @ 76C
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.198 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
73.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.981 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.07 kPa
|
Test 8 of 8
DIME Test ID: 2022-08-03-40-8
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: 08/31/2022
Date Tested: 08/30/2022
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: RTFO
The test was superseded from test ID: 2022-08-03-40-1
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.753 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
68.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
7.527 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
8.10 kPa
|
