Sample Record for 2020-06-30-49
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213949 DEA: 093494U4 EFIS: 0919000010
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-88.4/91.6,93.4/95.7
Work Description: CONSTRUCT SHOULDER WIDENING, DRAINAGE, AND RETAINING WALLS.
Location Description: MONO COUNTY NEAR SONORA JUNCTION FROM 0.3 MILE NORTH OF DEVILS GATE SUMMIT TO BURCHAM FLAT ROAD AND FROM 0.3 MILE SOUTH OF ROUTE 108 TO 2.0 MILES NORTH OF ROUTE 108
Contractor Name: ROAD AND HIGHWAY BUILDERS OF CALIFORNIA, INC.
Contractor Address: P.O. BOX 70846, Reno, NV 89570
Resident Engineer: Scotese Lee Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-06-30-49
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: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 06/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2020
The quantity of what the sample constitutes: Plant Tank
A brief description of the sample: #1 Test, #2(993203) No Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RHB Desert Creek Pit
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 3
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-06-30-49-1
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/08/2020
Date Tested: 09/03/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
5 cm
|
% Elongation Recovery
|
75 %
|
Test 2 of 7
DIME Test ID: 2020-06-30-49-2
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: 08/31/2020
Date Tested: 08/31/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers?
|
One
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
167.470 grams
|
Mass of container #1 before test (m1i)
|
202.910 grams
|
Mass of container #1 after test (m1f)
|
202.780 grams
|
Average mass change
|
-0.367 percent
|
Test 3 of 7
DIME Test ID: 2020-06-30-49-3
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: 09/09/2020
Date Tested: 08/19/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
70.2 degree
|
Dynamic Shear, G*/sin(δ)
|
1.40 kPa
|
Test 4 of 7
DIME Test ID: 2020-06-30-49-4
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)
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 09/17/2020.
Reason: retested
Test 5 of 7
DIME Test ID: 2020-06-30-49-5
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: 09/02/2020
Date Tested: 09/02/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
47.5 degree
|
(G*) x sin(δ)=
|
2414 kPa
|
Test 6 of 7
DIME Test ID: 2020-06-30-49-6
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: 09/09/2020
Date Tested: 08/19/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
no data
|
Maximum test bath temperature at 240 s
|
no data
|
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
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
232.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.325
|
Test 7 of 7
DIME Test ID: 2020-06-30-49-7
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: 09/17/2020
Date Tested: 09/02/2020
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: at 64 C Phase angle= 67.0 dynamic shear= 1.48 kPa
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
66.2 degree
|
Dynamic Shear, G*/sin(δ)
|
2.57 kPa
|