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Sample Record for 2024-07-24-37

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Project Information

Project ID: 1000088 DEA: 024J8104 EFIS: 0223000076 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-32-20.0/R24.8
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY ABOUT 33 MILES EAST OF FOREST RANCH FROM 0.5 MILE WEST OF SLATE CREEK BRIDGE TO ROUTE 36
Contractor Name: DIG IT CONSTRUCTION, INC.
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Damion Farley Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-24-37
TL Number from the TL Form: C875707
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 07/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2024
The quantity of what the sample constitutes: 2 CANS
A brief description of the sample: PSE
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Asphalt - Klamath FAlls, OR

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
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:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-07-24-37-1
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: 08/05/2024
Date Tested: 08/01/2024
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: 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 0.269 kPa
Phase Angle (δ) (for the 10 cycles) 62.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.228 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.52 kPa

Test 2 of 5

DIME Test ID: 2024-07-24-37-2
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: 08/05/2024
Date Tested: 08/01/2024
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 0.591 kPa
Phase Angle (δ) (for the 10 cycles) 56.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.880 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.07 kPa

Test 3 of 5

DIME Test ID: 2024-07-24-37-3
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: 08/05/2024
Date Tested: 08/02/2024
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 29.746 kPa
Phase Angle (δ) (for the 10 cycles) 40.4 degree
Complex Modulus (G*) (for the 10 measurements) 2959.664 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1918 kPa

Test 4 of 5

DIME Test ID: 2024-07-24-37-4
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: 08/05/2024
Date Tested: 08/01/2024
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 +6C
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 0.591 kPa
Phase Angle (δ) (for the 10 cycles) 56.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.880 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.07 kPa
Stress Amplitude 2 0.349 kPa
Phase Angle 2 (δ) (for the 10 cycles) 57.4 degree
Complex Modulus 2 (G*) (for the 10 measurements) 3.468 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 4.12 kPa
Delta at 2.2 kpa 58.1 degree

Test 5 of 5

DIME Test ID: 2024-07-24-37-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/05/2024
Date Tested: 08/01/2024
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 4.0 cm
% Elongation Recovery 80 %