Sample Record for 2022-06-13-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215789 DEA: 10462104 EFIS: 1013000266
QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R18.9/38.8
Work Description: COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS.
Location Description: TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shamsurahman Sheenwari Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-06-13-29
TL Number from the TL Form: 994759
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: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 3/4 " HMA-A SP R22 PG 58-34M
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 1
Sublot number: 1
Tank number:
Time of sample: 06/13/2022
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2022-06-13-29-1
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: 07/07/2022
Date Tested: 06/21/2022
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: ORIG
Test Result Compliance: complies
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
|
0.538 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
61.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.479 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
5.09 kPa
|
Test 2 of 5
DIME Test ID: 2022-06-13-29-2
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: 07/07/2022
Date Tested: 06/21/2022
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 two specimens
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
1.049 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
55.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
10.491 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
12.67 kPa
|
|
Stress Amplitude 2
|
0.604 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
56.9 degree
|
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
6.036 kPa
|
|
Test Temperature (Specimen 2)
|
64.0 C
|
|
Dynamic Shear 2, G*/sin(δ)
|
7.21 kPa
|
|
Delta at 2.2 kpa
|
57.8 degree
|
Test 3 of 5
DIME Test ID: 2022-06-13-29-3
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: 07/07/2022
Date Tested: 06/22/2022
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: 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
|
34.932 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
36.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3491.452 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
2052 kPa
|
Test 4 of 5
DIME Test ID: 2022-06-13-29-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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 07/13/2022. The corrected test ID is: 2022-06-13-29-5
Reason: retested
Test 5 of 5
DIME Test ID: 2022-06-13-29-5
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: 07/13/2022
Date Tested: 06/23/2022
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
The test was superseded from test ID: 2022-06-13-29-4
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-24.0 C
|
|
Maximum test bath temperature at 240 s
|
-24.0 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
|
1015.0 mN
|
|
Beam deflection 60.0 s
|
0.615 µm
|
|
Measured Stiffness Modulus 60.0 s
|
132.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
133.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
0.76 %
|
|
Estimated m-value 60.0 s
|
0.304
|
