Sample Record for 2022-08-07-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214700 DEA: 030F2804 EFIS: 0312000069
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Saed Masoud Structure Rep.: Chau Ha
Sample Information
DIME Sample ID: 2022-08-07-5
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: 08/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2022
The quantity of what the sample constitutes: 4 Cans
A brief description of the sample: Plastic Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VALERO
Material Information
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction Company - Bradshaw
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 16
DIME Test ID: 2022-08-07-5-1
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: 08/17/2022
Date Tested: 08/17/2022
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: Mass Change
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
|
169.528 grams
|
|
Mass of empty container #2
|
171.611 grams
|
|
Mass of container #1 before test (m1i)
|
204.599 grams
|
|
Mass of container #2 before test (m2i)
|
206.580 grams
|
|
Mass of container #1 after test (m1f)
|
204.288 grams
|
|
Mass of container #2 after test (m2f)
|
206.257 grams
|
|
Average mass change
|
-0.905 percent
|
Test 2 of 16
DIME Test ID: 2022-08-07-5-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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: Ductility
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
Two
|
|
Ductility of test #1 (D1)
|
15 cm
|
|
Ductility of test #2 (D2)
|
15 cm
|
|
Ductility of sample
|
15 cm
|
Test 3 of 16
DIME Test ID: 2022-08-07-5-3
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
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 08/17/2022. The corrected test ID is: 2022-08-07-5-9
Reason: retested
Test 4 of 16
DIME Test ID: 2022-08-07-5-4
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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: MSCR
Test Result Compliance: complies
Additional Comments When Verified:
|
PG test temperature
|
58.0 C
|
|
Average percent recovery at 0.1 kPa
|
24.9700 %
|
|
Average percent recovery at 3.2 kPa
|
10.5900 %
|
|
Nonrecoverable creep compliance
|
0.5042
|
|
Nonrecoverable creep compliance
|
0.6420
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
27.3400 %
|
Test 5 of 16
DIME Test ID: 2022-08-07-5-5
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: 08/17/2022
Date Tested: 08/17/2022
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: OG
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
|
0.367 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
81.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.054 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.09 kPa
|
Test 6 of 16
DIME Test ID: 2022-08-07-5-6
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: 08/17/2022
Date Tested: 08/15/2022
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: 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
|
1.053 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
73.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
10.526 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
10.97 kPa
|
Test 7 of 16
DIME Test ID: 2022-08-07-5-7
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: 08/17/2022
Date Tested: 08/17/2022
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
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
|
77.435 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
40.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
7743.498 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
5008 kPa
|
Test 8 of 16
DIME Test ID: 2022-08-07-5-8
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: 08/17/2022
Date Tested: 08/17/2022
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12.0 C
|
|
Maximum test bath temperature at 240 s
|
-12.0 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
|
989.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
143.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
143.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.323
|
Test 9 of 16
DIME Test ID: 2022-08-07-5-9
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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: Elastic Recovery
The test was superseded from test ID: 2022-08-07-5-3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
19 cm
|
|
% Elongation Recovery
|
5 %
|
Test 10 of 16
DIME Test ID: 2022-08-07-5-10
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: 08/17/2022
Date Tested: 08/17/2022
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: OG @ 64C
Test Result Compliance: not applicable
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
|
0.164 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
83.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.365 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.37 kPa
|
Test 11 of 16
DIME Test ID: 2022-08-07-5-11
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: 08/17/2022
Date Tested: 08/17/2022
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: OG @ 70C
Test Result Compliance: not applicable
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
|
0.077 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
0.643 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
0.64 kPa
|
Test 12 of 16
DIME Test ID: 2022-08-07-5-12
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: 08/17/2022
Date Tested: 08/15/2022
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: RTFO @ 64C
Test Result Compliance: not applicable
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
|
0.470 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
77.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.701 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.82 kPa
|
Test 13 of 16
DIME Test ID: 2022-08-07-5-13
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: 08/17/2022
Date Tested: 08/15/2022
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: RTFO @ 70C
Test Result Compliance: not applicable
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
|
0.213 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
80.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.130 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.16 kPa
|
Test 14 of 16
DIME Test ID: 2022-08-07-5-14
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 08/17/2022
Date Tested: 08/15/2022
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: MCSR @ 64C
Test Result Compliance: not applicable
Additional Comments When Verified:
|
PG test temperature
|
64.0 C
|
|
Average percent recovery at 0.1 kPa
|
15.3900 %
|
|
Average percent recovery at 3.2 kPa
|
2.5300 %
|
|
Nonrecoverable creep compliance
|
1.3859
|
|
Nonrecoverable creep compliance
|
1.8786
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
35.5500 %
|
Test 15 of 16
DIME Test ID: 2022-08-07-5-15
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 08/17/2022
Date Tested: 08/15/2022
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: MSCR @ 70C
Test Result Compliance: not applicable
Additional Comments When Verified:
|
PG test temperature
|
70.0 C
|
|
Average percent recovery at 0.1 kPa
|
8.0000 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
3.5240
|
|
Nonrecoverable creep compliance
|
4.8037
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
36.3200 %
|
Test 16 of 16
DIME Test ID: 2022-08-07-5-16
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: 08/17/2022
Date Tested: 08/16/2022
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 +3C
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
|
54.535 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
42.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5453.525 kPa
|
|
Test Temperature (Specimen 1)
|
25.0 C
|
|
(G*) x sin(δ)=
|
3663 kPa
|
