Print Report | Back to Sample Detail

Sample Record for 2024-05-31-22

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

Project Information

Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-I5-2.5/R15.9
Work Description: Roadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location Description: SIS I5 2.5/R15.9
Contractor Name: Gordon Stout - Walsh/Myers
Contractor Address: 1390 Willow Pass Rd Suite 950, Concord, CA 94520
Resident Engineer: Austin Henry Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2024-05-31-22
TL Number from the TL Form: 899692
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: 05/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2024
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: PG58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: valero benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Tullis Northstate Asphalt
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia 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: 2024-05-31-22-1
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: 06/13/2024
Date Tested: 06/07/2024
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: 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 0.260 kPa
Phase Angle (δ) (for the 10 cycles) 61.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.155 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.44 kPa

Test 2 of 6

DIME Test ID: 2024-05-31-22-2
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: 06/13/2024
Date Tested: 06/07/2024
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 0.577 kPa
Phase Angle (δ) (for the 10 cycles) 55.7 degree
Complex Modulus (G*) (for the 10 measurements) 5.741 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.95 kPa

Test 3 of 6

DIME Test ID: 2024-05-31-22-3
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: 06/13/2024
Date Tested: 06/11/2024
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 26.660 kPa
Phase Angle (δ) (for the 10 cycles) 41.1 degree
Complex Modulus (G*) (for the 10 measurements) 2652.590 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1744 kPa

Test 4 of 6

DIME Test ID: 2024-05-31-22-4
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/13/2024
Date Tested: 06/07/2024
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: E.R
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 4.0 cm
% Elongation Recovery 80 %

Test 5 of 6

DIME Test ID: 2024-05-31-22-5
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: 06/13/2024
Date Tested: 06/12/2024
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 -24 C
Maximum test bath temperature at 240 s -24 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 103 MPa
Estimated Stiffness Modulus 60.0 s 103 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.317

Test 6 of 6

DIME Test ID: 2024-05-31-22-6
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: 06/13/2024
Date Tested: 06/07/2024
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+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 0.577 kPa
Phase Angle (δ) (for the 10 cycles) 55.7 degree
Complex Modulus (G*) (for the 10 measurements) 5.741 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.95 kPa
Stress Amplitude 2 0.345 kPa
Phase Angle 2 (δ) (for the 10 cycles) 56.7 degree
Complex Modulus 2 (G*) (for the 10 measurements) 3.433 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 4.11 kPa
Delta at 2.2 kpa 57.4 degree