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Sample Record for 2024-05-09-91

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Project Information

Project ID: 994836 DEA: 032J9504 EFIS: 0322000142 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-R0.6/R1.2,3.4
Work Description: HMA (TYPE A), HIGH FRICTION SURFACE TREATMENT, & STBB.
Location Description: COLUSA COUNTY ABOUT 20 MILES WEST OF WILLIAMS FROM 0.6 MILE EAST TO 1.2 MILES EAST OF LAKE COUNTY LINE AND AT ROUTE 16
Contractor Name: MARTIN BROTHERS CONSTRUCTION
Contractor Address: 8801 Folsom Blvd. Ste. 260, Sacramento, CA 95826
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-09-91
TL Number from the TL Form: C803804
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: 05/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 3/4 HMA-SP w/15% RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 3
Tank number:
Time of sample:
HMA Supplier:
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: 2024-05-09-91-1
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: 07/03/2024
Date Tested: 07/01/2024
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: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.161 kPa
Phase Angle (δ) (for the 10 cycles) 87.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.333 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.33 kPa

Test 2 of 4

DIME Test ID: 2024-05-09-91-2
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: 07/03/2024
Date Tested: 07/01/2024
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 0.317 kPa
Phase Angle (δ) (for the 10 cycles) 83.6 degree
Complex Modulus (G*) (for the 10 measurements) 3.157 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.18 kPa

Test 3 of 4

DIME Test ID: 2024-05-09-91-3
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: 07/03/2024
Date Tested: 07/03/2024
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: 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 29.036 kPa
Phase Angle (δ) (for the 10 cycles) 51.6 degree
Complex Modulus (G*) (for the 10 measurements) 2889.020 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2264 kPa

Test 4 of 4

DIME Test ID: 2024-05-09-91-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/03/2024
Date Tested: 07/02/2024
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: 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) 150 cm
Ductility of sample 150 cm