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Sample Record for 2022-02-28-35

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Project Information

Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Muhammad Rahman Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2022-02-28-35
TL Number from the TL Form: 034281
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: 02/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 3/4" HMA-A SP R15, PG 70-10
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe, Winton HMA

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number: 4
Sublot number: 810
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): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-02-28-35-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/06/2022
Date Tested: 06/23/2022
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: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.170 kPa
Phase Angle (δ) (for the 10 cycles) 85.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.417 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.42 kPa

Test 2 of 4

DIME Test ID: 2022-02-28-35-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/06/2022
Date Tested: 06/23/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.382 kPa
Phase Angle (δ) (for the 10 cycles) 81.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.815 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.86 kPa

Test 3 of 4

DIME Test ID: 2022-02-28-35-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/06/2022
Date Tested: 06/24/2022
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 33.246 kPa
Phase Angle (δ) (for the 10 cycles) 45.9 degree
Complex Modulus (G*) (for the 10 measurements) 3324.700 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2388 kPa

Test 4 of 4

DIME Test ID: 2022-02-28-35-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/06/2022
Date Tested: 06/24/2022
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: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s 0.0 C
Maximum test bath temperature at 240 s 0.0 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 983.0 mN
Beam deflection 60.0 s 1.483 µm
Measured Stiffness Modulus 60.0 s 53.200 mPa
Estimated Stiffness Modulus 60.0 s 53.300 mPa
Difference between stiffness moduli 60.0 s 0.19 %
Estimated m-value 60.0 s 0.397