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Sample Record for 2024-04-12-54

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Project Information

Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-22.0/30.6
Work Description: PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE.
Location Description: SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIA02-4H7804LS, INC.
Contractor Address: Unknown
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-12-54
TL Number from the TL Form: 858477
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: 04/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: JFM for Asphalt Binder PG58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: albina

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-04-12-54-2
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: 04/30/2024
Date Tested: 04/23/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.510 kPa
Phase Angle (δ) (for the 10 cycles) 69.8 degree
Complex Modulus (G*) (for the 10 measurements) 5.073 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.41 kPa

Test 2 of 6

DIME Test ID: 2024-04-12-54-3
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: 04/30/2024
Date Tested: 04/23/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Original
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 0.185 kPa
Phase Angle (δ) (for the 10 cycles) 79.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.531 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.56 kPa

Test 3 of 6

DIME Test ID: 2024-04-12-54-6
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: 04/30/2024
Date Tested: 04/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 40.249 kPa
Phase Angle (δ) (for the 10 cycles) 42.6 degree
Complex Modulus (G*) (for the 10 measurements) 4004.716 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2711 kPa

Test 4 of 6

DIME Test ID: 2024-04-12-54-7
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/30/2024
Date Tested: 04/25/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ELASTIC, for info only. Job calls out for neat binder PG58-34 and this type of binder is not in the Standard Specs.
Test Result Compliance:
Additional Comments When Verified:
Final Reading from the testing machine (X) 13.0 cm
% Elongation Recovery 35 %

Test 5 of 6

DIME Test ID: 2024-04-12-54-8
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: 04/30/2024
Date Tested: 04/26/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24 C
Maximum test bath temperature at 240 s -24 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 222 MPa
Estimated Stiffness Modulus 60.0 s 221 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.325

Test 6 of 6

DIME Test ID: 2024-04-12-54-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/30/2024
Date Tested: 04/26/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: DUCTILITY. Job calls out for neat binder PG58-34 and this type of binder is not in the Standard Specs
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 100 cm
Ductility of sample 100 cm