Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993847 DEA: 081M8604 EFIS: 0822000056
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-180.2/186.2
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE
Contractor Name: LAS VEGAS PAVING CORPORATIO
Contractor Address: 4420 SOUTH DECATUR BLV, LAS VEGAS NEVADA 8910
Resident Engineer: KHOA NGUYEN Structure Rep.: Unknown
DIME Sample ID: 2022-07-29-35
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: 07/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2022
The quantity of what the sample constitutes: 3 cans
A brief description of the sample: Urgent - High profile job
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Southwest Liquid Asphalt & Emulsions
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-29-35-1
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: 08/10/2022
Date Tested: 08/09/2022
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
|
166.813 grams
|
Mass of empty container #2
|
159.534 grams
|
Mass of container #1 before test (m1i)
|
201.951 grams
|
Mass of container #2 before test (m2i)
|
194.631 grams
|
Mass of container #1 after test (m1f)
|
201.907 grams
|
Mass of container #2 after test (m2f)
|
194.602 grams
|
Average mass change
|
-0.104 percent
|
DIME Test ID: 2022-07-29-35-2
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: 08/10/2022
Date Tested: 08/09/2022
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: 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
|
0.150 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
87.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.250 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.25 kPa
|
DIME Test ID: 2022-07-29-35-3
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: 08/10/2022
Date Tested: 08/09/2022
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
|
0.316 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.162 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.18 kPa
|
DIME Test ID: 2022-07-29-35-4
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: 08/11/2022
Date Tested: 08/11/2022
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
|
24.658 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
54.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2465.782 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
2005 kPa
|
DIME Test ID: 2022-07-29-35-5
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: 08/11/2022
Date Tested: 08/11/2022
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
|
-6.0 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
|
975.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
68.800 mPa
|
Estimated Stiffness Modulus 60.0 s
|
68.900 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.426
|
DIME Test ID: 2022-07-29-35-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/10/2022
Date Tested: 08/09/2022
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: complies
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
Two
|
Ductility of test #1 (D1)
|
150 cm
|
Ductility of test #2 (D2)
|
150 cm
|
Ductility of sample
|
150 cm
|