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Sample Record for 2022-04-04-25

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Project Information

Project ID: 215710 DEA: 051N3504 EFIS: 0520000173 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-37.8/46.0, 37.0/46.0
Work Description: Replace concrete pavement with precast concrete panels.
Location Description: Near Atascadero on US 101 from 0.1 mile south of Route 58/10 separation to Traffic Way.
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Dean Russu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-04-25
TL Number from the TL Form: 023321
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 04/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2022
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin

Material Information

Performance Grade: PG 64-10
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-04-04-25-1
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: 04/15/2022
Date Tested: 04/13/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 89.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.321 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.32 kPa

Test 2 of 3

DIME Test ID: 2022-04-04-25-2
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: 04/15/2022
Date Tested: 04/13/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.265 kPa
Phase Angle (δ) (for the 10 cycles) 88.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.655 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.66 kPa

Test 3 of 3

DIME Test ID: 2022-04-04-25-3
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: 04/15/2022
Date Tested: 04/14/2022
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 38.457 kPa
Phase Angle (δ) (for the 10 cycles) 64.8 degree
Complex Modulus (G*) (for the 10 measurements) 3845.677 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3480 kPa