Print Report | Back to Sample Detail

Sample Record for 2023-06-06-70

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-06-70
TL Number from the TL Form:
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: 06/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2023
The quantity of what the sample constitutes: 1 OF 4 CANS
A brief description of the sample: PG 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Millbrook construction Fresno Papich Construction

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Sierra Pacific (PAPICH)
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-06-06-70-1
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: 07/07/2023
Date Tested: 06/30/2023
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 0.175 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.457 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test 2 of 6

DIME Test ID: 2023-06-06-70-2
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: 07/07/2023
Date Tested: 06/30/2023
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 0.250 kPa
Phase Angle (δ) (for the 10 cycles) 88.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.496 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.50 kPa

Test 3 of 6

DIME Test ID: 2023-06-06-70-3
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: 07/07/2023
Date Tested: 07/06/2023
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: not applicable
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 63.502 kPa
Phase Angle (δ) (for the 10 cycles) 61.2 degree
Complex Modulus (G*) (for the 10 measurements) 6350.156 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 5565 kPa

Test 4 of 6

DIME Test ID: 2023-06-06-70-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/07/2023
Date Tested: 06/30/2023
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: 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

Test 5 of 6

DIME Test ID: 2023-06-06-70-5
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: 07/07/2023
Date Tested: 07/06/2023
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 -6.0 C
Maximum test bath temperature at 240 s -6.0 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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 259.000 mPa
Estimated Stiffness Modulus 60.0 s 259.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.378

Test 6 of 6

DIME Test ID: 2023-06-06-70-6
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: 07/07/2023
Date Tested: 07/07/2023
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 35.968 kPa
Phase Angle (δ) (for the 10 cycles) 65.3 degree
Complex Modulus (G*) (for the 10 measurements) 3596.792 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3268 kPa