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Sample Record for 2023-10-15-8

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Project Information

Project ID: 994299 DEA: 100Y7804 EFIS: 1016000025 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-25.3/51.8
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location Description: MARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK
Contractor Name: A. TEICHERT & SON INC., DBA TEICHERT CONSTRUCTION, INC.
Contractor Address: PO BOX 13557, SACRAMENTO, CA 95853
Resident Engineer: Sayed Hashemyan Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2023-10-15-8
TL Number from the TL Form: 044263
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: 10/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2023
The quantity of what the sample constitutes: 2 cans of 2
A brief description of the sample: 3/4 HMA-A, PG 58-34 M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: 3/4" HMA-A PAVING ON HWY 140
The fabricator/manufacturer/facility name: Santa Fe Winton

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 8
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 35140232416V
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-10-15-8-1
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: 11/20/2023
Date Tested: 11/16/2023
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 0.307 kPa
Phase Angle (δ) (for the 10 cycles) 62.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.544 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.87 kPa

Test 2 of 6

DIME Test ID: 2023-10-15-8-2
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: 11/20/2023
Date Tested: 11/16/2023
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 0.739 kPa
Phase Angle (δ) (for the 10 cycles) 52.6 degree
Complex Modulus (G*) (for the 10 measurements) 7.354 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 9.26 kPa

Test 3 of 6

DIME Test ID: 2023-10-15-8-3
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: 11/20/2023
Date Tested: 11/17/2023
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 24.857 kPa
Phase Angle (δ) (for the 10 cycles) 37.5 degree
Complex Modulus (G*) (for the 10 measurements) 2473.184 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1506 kPa

Test 4 of 6

DIME Test ID: 2023-10-15-8-4
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: 11/20/2023
Date Tested: 11/17/2023
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.1 C
Maximum test bath temperature at 240 s -23.9 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) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 80.700 mPa
Estimated Stiffness Modulus 60.0 s 80.500 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.308

Test 5 of 6

DIME Test ID: 2023-10-15-8-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 11/20/2023
Date Tested: 11/17/2023
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 6 of 6

DIME Test ID: 2023-10-15-8-6
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: 11/20/2023
Date Tested: 11/16/2023
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+6
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 0.739 kPa
Phase Angle (δ) (for the 10 cycles) 52.6 degree
Complex Modulus (G*) (for the 10 measurements) 7.354 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 9.26 kPa
Stress Amplitude 2 0.451 kPa
Phase Angle 2 (δ) (for the 10 cycles) 53.7 degree
Complex Modulus 2 (G*) (for the 10 measurements) 4.489 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 5.57 kPa
Delta at 2.2 kpa 54.7 degree