Print Report | Back to Sample Detail

Sample Record for 2023-12-15-30

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994553 DEA: 032G7204 EFIS: 0322000151 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-113-R10.1/R10.8
Work Description: JOINTED PLAIN CONC PVMT, INDIVIDUAL SLAB REPL, & REMOVE CONC PVMT.
Location Description: YOLO COUNTY IN WOODLAND FROM 0.1 MILE SOUTH OF EAST WOODLAND OVERHEAD TO 0.1 MILE SOUTH OF S5/S113 CONNECTOR UNDERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION INC
Contractor Address: Unknown
Resident Engineer: Jody Phillips Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-15-30
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 12/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2023
The quantity of what the sample constitutes: 1 Oil Can
A brief description of the sample: 3/4" HMA-SP Oil
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 64-10
Modified:
Lot number:
Sublot number:
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-12-15-30-1
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: 01/05/2024
Date Tested: 01/04/2024
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: Original
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 0.163 kPa
Phase Angle (δ) (for the 10 cycles) 86.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.352 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.35 kPa

Test 2 of 5

DIME Test ID: 2023-12-15-30-2
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: 01/05/2024
Date Tested: 01/04/2024
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 Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.369 kPa
Phase Angle (δ) (for the 10 cycles) 81.9 degree
Complex Modulus (G*) (for the 10 measurements) 3.674 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.71 kPa

Test 3 of 5

DIME Test ID: 2023-12-15-30-3
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: 01/05/2024
Date Tested: 01/05/2024
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 21.757 kPa
Phase Angle (δ) (for the 10 cycles) 50.3 degree
Complex Modulus (G*) (for the 10 measurements) 2164.829 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 1666 kPa

Test 4 of 5

DIME Test ID: 2023-12-15-30-4
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: 01/05/2024
Date Tested: 01/05/2024
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data0 C
Maximum test bath temperature at 240 s no data0 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 29.4 MPa
Estimated Stiffness Modulus 60.0 s 29.3 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.411

Test 5 of 5

DIME Test ID: 2023-12-15-30-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 01/05/2024
Date Tested: 01/04/2024
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: 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) 130 cm
Ductility of sample 130 cm