Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215041 DEA: 031J1904 EFIS: 0320000169
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,YUB/SUT-70,70,99-Var
Work Description: In-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work
Location Description: Yubat & Sutter Counties at various locaitons
Contractor Name: George Reed INC
Contractor Address: 140 Empire Avenue, Modesto, CA 95354
Resident Engineer: Donald Ward Structure Rep.: Unknown
DIME Sample ID: 2020-07-12-5
TL Number from the TL Form: 800297
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: 07/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2020
The quantity of what the sample constitutes: 1 can, #1 TEST (800297)
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vfr
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2020-07-12-5-1
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: 09/23/2020
Date Tested: 07/31/2020
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 data
|
Mass of empty container #1
|
174.974 grams
|
Mass of container #1 before test (m1i)
|
210.136 grams
|
Mass of container #1 after test (m1f)
|
210.006 grams
|
Average mass change
|
-0.370 percent
|
DIME Test ID: 2020-07-12-5-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/23/2020
Date Tested: 07/28/2020
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 a normal test obtainable?
|
Yes
|
Number of replicates tested
|
One
|
Ductility of test #1 (D1)
|
100 cm
|
Ductility of sample
|
100 cm
|
DIME Test ID: 2020-07-12-5-3
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: 08/12/2020
Date Tested: 08/10/2020
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)
|
86.4 degree
|
Dynamic Shear, G*/sin(δ)
|
1.50 kPa
|
DIME Test ID: 2020-07-12-5-4
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)
Verified Date: 09/23/2020
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
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
82.4 degree
|
Dynamic Shear, G*/sin(δ)
|
3.90 kPa
|
DIME Test ID: 2020-07-12-5-5
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: 09/01/2020
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)
|
48.6 degree
|
(G*) x sin(δ)=
|
2691 kPa
|
DIME Test ID: 2020-07-12-5-6
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: 09/23/2020
Date Tested: 07/31/2020
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:
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
|
77.900 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.379
|