Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995054 DEA: 024H0204 EFIS: 0218000069
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-20.0/39.7
Work Description: PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Road, Redding, CA 96049
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown
DIME Sample ID: 2024-01-25-57
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 01/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2024
The quantity of what the sample constitutes: 2 cans for chip seal/seal coats
A brief description of the sample: 2 cans
From where was the sample collected: Source
Laboratory sample identification: PG582212524kf35
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number: 35
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
DIME Test ID: 2024-01-25-57-1
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: 05/09/2024
Date Tested: 05/03/2024
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 Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.167 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
87.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.388 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.39 kPa
|
DIME Test ID: 2024-01-25-57-2
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: 05/09/2024
Date Tested: 05/03/2024
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
|
0.314 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.128 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.14 kPa
|
DIME Test ID: 2024-01-25-57-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/09/2024
Date Tested: 05/06/2024
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: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
One
|
Ductility of test #1 (D1)
|
150 cm
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2024-01-25-57-6
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: 05/15/2024
Date Tested: 05/10/2024
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
|
33.182 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
50.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3301.567 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2551 kPa
|
DIME Test ID: 2024-01-25-57-7
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: 05/15/2024
Date Tested: 05/10/2024
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
|
-12.1 C
|
Maximum test bath temperature at 240 s
|
-11.9 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
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
90.800 mPa
|
Estimated Stiffness Modulus 60.0 s
|
90.600 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.384
|