Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994345 DEA: 023J7804 EFIS: 0222000083
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-15.8/16.9,20.5/24.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-16-55
TL Number from the TL Form: C852763
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: 06/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2023
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: north state asphalt
Performance Grade: PG 58-34 M
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: 2023-06-16-55-1
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: 08/08/2023
Date Tested: 08/01/2023
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
|
Original binder
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.06 %
|
Stress Amplitude
|
0.309 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
61.2 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.560 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.92 kPa
|
DIME Test ID: 2023-06-16-55-2
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: 08/08/2023
Date Tested: 08/01/2023
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 two specimens
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.05 %
|
Stress Amplitude
|
0.698 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
55.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6.948 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
8.47 kPa
|
Stress Amplitude 2
|
0.416 kPa
|
Phase Angle 2 (δ) (for the 10 cycles)
|
56.1 degree
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
4.141 kPa
|
Test Temperature (Specimen 2)
|
64.0 C
|
Dynamic Shear 2, G*/sin(δ)
|
4.99 kPa
|
Delta at 2.2 kpa
|
56.9 degree
|
DIME Test ID: 2023-06-16-55-3
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: 08/08/2023
Date Tested: 08/03/2023
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
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.01 %
|
Stress Amplitude
|
26.854 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
38.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2671.903 kPa
|
Test Temperature (Specimen 1)
|
16.0 C
|
(G*) x sin(δ)=
|
1678 kPa
|
DIME Test ID: 2023-06-16-55-4
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: 08/08/2023
Date Tested: 08/07/2023
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-24.1 C
|
Maximum test bath temperature at 240 s
|
-23.9 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
|
954.0 mN
|
Beam deflection 60.0 s
|
0.934 µm
|
Measured Stiffness Modulus 60.0 s
|
82.400 mPa
|
Estimated Stiffness Modulus 60.0 s
|
82.700 mPa
|
Difference between stiffness moduli 60.0 s
|
0.36 %
|
Estimated m-value 60.0 s
|
0.308
|
DIME Test ID: 2023-06-16-55-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/08/2023
Date Tested: 08/02/2023
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
4 cm
|
% Elongation Recovery
|
80 %
|