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Sample Record for 2024-06-24-101

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Project Information

Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-6.0/R12.6
Work Description: RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-24-101
TL Number from the TL Form: C876867
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Asphalt Binder PG 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific NW OIL

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Knife River - Orland
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-06-24-101-1
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: 07/25/2024
Date Tested: 07/18/2024
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 0.132 kPa
Phase Angle (δ) (for the 10 cycles) 87.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.096 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.10 kPa

Test 2 of 4

DIME Test ID: 2024-06-24-101-2
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: 07/25/2024
Date Tested: 07/19/2024
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 0.321 kPa
Phase Angle (δ) (for the 10 cycles) 83.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.193 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.22 kPa

Test 3 of 4

DIME Test ID: 2024-06-24-101-3
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: 07/25/2024
Date Tested: 07/24/2024
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 40.613 kPa
Phase Angle (δ) (for the 10 cycles) 42.5 degree
Complex Modulus (G*) (for the 10 measurements) 4040.991 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2730 kPa

Test 4 of 4

DIME Test ID: 2024-06-24-101-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/25/2024
Date Tested: 07/19/2024
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: 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) 80 cm
Ductility of sample 80 cm