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Sample Record for 2024-09-26-73

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Project Information

Project ID: 1000062 DEA: 061F8204 EFIS: 0623000100 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-39.6/45.7
Work Description: COLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES.
Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 Hoblitt Avenue, Clovis, CA 93612
Resident Engineer: Jesse Carpenter Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-26-73
TL Number from the TL Form: 955976
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 09/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 64-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Chowchilla

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number: 1
Sublot number: 4
Tank number:
Time of sample:
HMA Supplier: Ashlan Vulcan Materials, fresno
Certified Asphalt Supplier: Albina Asphalt - Chowchilla 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: 2024-09-26-73-1
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: 10/09/2024
Date Tested: 10/07/2024
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.242 kPa
Phase Angle (δ) (for the 10 cycles) 77.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.005 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.06 kPa

Test 2 of 4

DIME Test ID: 2024-09-26-73-2
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: 10/09/2024
Date Tested: 10/07/2024
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 0.488 kPa
Phase Angle (δ) (for the 10 cycles) 70.9 degree
Complex Modulus (G*) (for the 10 measurements) 4.852 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.13 kPa

Test 3 of 4

DIME Test ID: 2024-09-26-73-4
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: 10/09/2024
Date Tested: 10/07/2024
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 2
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.240 kPa
Phase Angle (δ) (for the 10 cycles) 77.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.990 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.04 kPa

Test 4 of 4

DIME Test ID: 2024-09-26-73-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/09/2024
Date Tested: 10/09/2024
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 40 cm
Ductility of test #2 (D2) 43 cm
Ductility of sample 42 cm