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: 2022-07-29-34
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 76-22 M
Modified: Yes
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: 2022-07-29-34-1
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
|
167.995 grams
|
Mass of empty container #2
|
169.465 grams
|
Mass of container #1 before test (m1i)
|
204.945 grams
|
Mass of container #2 before test (m2i)
|
204.717 grams
|
Mass of container #1 after test (m1f)
|
204.831 grams
|
Mass of container #2 after test (m2f)
|
204.602 grams
|
Average mass change
|
-0.317 percent
|
DIME Test ID: 2022-07-29-34-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/10/2022
Date Tested: 08/10/2022
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: Elastic Recovery
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
3 cm
|
% Elongation Recovery
|
85 %
|
DIME Test ID: 2022-07-29-34-3
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: 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
|
0.191 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
66.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.595 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.74 kPa
|
DIME Test ID: 2022-07-29-34-4
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: 08/10/2022
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
|
0.301 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
60.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.014 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.48 kPa
|
DIME Test ID: 2022-07-29-34-5
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
|
12.416 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
49.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1241.704 kPa
|
Test Temperature (Specimen 1)
|
31.0 C
|
(G*) x sin(δ)=
|
950 kPa
|
DIME Test ID: 2022-07-29-34-6
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: 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
|
-12.0 C
|
Maximum test bath temperature at 240 s
|
-12.0 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
|
987.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
93.600 mPa
|
Estimated Stiffness Modulus 60.0 s
|
93.500 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.381
|
DIME Test ID: 2022-07-29-34-7
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: 08/10/2022
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: Delta = 62.4 degree
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
|
0.301 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
60.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.014 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.48 kPa
|
Stress Amplitude 2
|
0.161 kPa
|
Phase Angle 2 (δ) (for the 10 cycles)
|
63.2 degree
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
1.611 kPa
|
Test Temperature (Specimen 2)
|
82.0 C
|
Dynamic Shear 2, G*/sin(δ)
|
1.80 kPa
|
Delta at 2.2 kpa
|
62.4 degree
|