Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215579 DEA: 061A9504 EFIS: 0620000144
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46;65,65-51.2/57.8;0.8/6.9
Work Description: COLD PLANE PAVEMENT AND PLACE RHMA (GAP GRADED).
Location Description: KERN COUNTY ON ROUTE 46 FROM NORTH JUNCTION ROUTE 43 TO ROUTE 46/99 SEPARATION AND ON ROUTE 65 FROM 0.1 MILE NORTH OF 7TH STANDARD ROAD TO 0.1 MILE NORTH OF MERCED AVENUE.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown
DIME Sample ID: 2021-07-15-16
TL Number from the TL Form: 751549
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: 07/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2021
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Performance Grade: PG 64-16
Modified: No
Lot number: 2186210710
Sublot number:
Tank number: 32001
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-07-15-16-1
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: 07/28/2021
Date Tested: 07/22/2021
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: 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
|
174.394 grams
|
Mass of empty container #2
|
172.627 grams
|
Mass of container #1 before test (m1i)
|
209.930 grams
|
Mass of container #2 before test (m2i)
|
208.645 grams
|
Mass of container #1 after test (m1f)
|
209.921 grams
|
Mass of container #2 after test (m2f)
|
208.655 grams
|
Average mass change
|
0.001 percent
|
DIME Test ID: 2021-07-15-16-2
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: 07/28/2021
Date Tested: 07/22/2021
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 standard specifications
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
|
0.170 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.417 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.42 kPa
|
DIME Test ID: 2021-07-15-16-3
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: 07/28/2021
Date Tested: 07/22/2021
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
|
0.328 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.382 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.38 kPa
|
DIME Test ID: 2021-07-15-16-5
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: 07/28/2021
Date Tested: 07/26/2021
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: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-6.1 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
|
994.0 mN
|
Beam deflection 60.0 s
|
0.374 µm
|
Measured Stiffness Modulus 60.0 s
|
214.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
214.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.390
|
DIME Test ID: 2021-07-15-16-6
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: 07/28/2021
Date Tested: 07/23/2021
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: 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
|
64.175 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
58.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6417.497 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
5460 kPa
|
DIME Test ID: 2021-07-15-16-7
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: 07/28/2021
Date Tested: 07/23/2021
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 +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
|
37.644 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
62.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3764.369 kPa
|
Test Temperature (Specimen 1)
|
31.0 C
|
(G*) x sin(δ)=
|
3336 kPa
|