Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994387 DEA: 023J7704 EFIS: 0222000082
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-97.2/103.0
Work Description: RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-08-08-67
TL Number from the TL Form: 825027
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: 08/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-08-08-67-1
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
no data
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Maximum test bath temperature at 240 s
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no data
|
Time of test load application
|
no data HH:MM:SS
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File name of test data
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no data
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Time beam in bath
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no data
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Time test started
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no data HH:MM:SS
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Flags issued by software during test
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no data
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Correlation coefficient (R²)
|
0
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Regression coefficient a
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no data
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Regression coefficient b
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no data
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Regression coefficient c
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no data
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Load at time 0.0
|
0.0 mN
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Deflection at time 0.0 s
|
0.000 µm
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Load at time 0.5 s
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0.0 mN
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Deflection at time 0.5 s
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0.000 µm
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Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
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Measured Stiffness Modulus 60.0 s
|
71.100 mPa
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Estimated Stiffness Modulus 60.0 s
|
70.900 mPa
|
Difference between stiffness moduli 60.0 s
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no data
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Estimated m-value 60.0 s
|
0.379
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DIME Test ID: 2023-08-08-67-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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
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Original binder
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Test Gap
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1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
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Stress Amplitude
|
0.142 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.178 kPa
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Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.19 kPa
|
DIME Test ID: 2023-08-08-67-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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 Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.181 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
77.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.814 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.94 kPa
|
DIME Test ID: 2023-08-08-67-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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
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Test Plate Diameter
|
8 mm
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Test Gap
|
2 mm
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Test Frequency
|
10.0 rad/s
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Strain Amplitude
|
1.00 %
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Stress Amplitude
|
39.696 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
47.0 degree
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Complex Modulus (G*) (for the 10 measurements)
|
3949.722 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2889 kPa
|
DIME Test ID: 2023-08-08-67-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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
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Number of replicates tested
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One
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Ductility of test #1 (D1)
|
100 cm
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Ductility of sample
|
100 cm
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