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Sample Record for 2021-06-16-30

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Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-16-30
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: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2021
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: PG58-34M
From where was the sample collected: Manufacturer
Laboratory sample identification: PG58-34M-1210603415
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: 508
Time of sample: 0600
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 8

DIME Test ID: 2021-06-16-30-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 07/23/2021
Date Tested: 07/21/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 174.715 grams
Mass of empty container #2 161.683 grams
Mass of container #1 before test (m1i) 205.199 grams
Mass of container #2 before test (m2i) 191.846 grams
Mass of container #1 after test (m1f) 205.092 grams
Mass of container #2 after test (m2f) 191.742 grams
Average mass change -0.348 percent

Test 2 of 8

DIME Test ID: 2021-06-16-30-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2021
Date Tested: 07/21/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per standard specifications 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 0.279 kPa
Phase Angle (δ) (for the 10 cycles) 63.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.321 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.59 kPa

Test 3 of 8

DIME Test ID: 2021-06-16-30-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2021
Date Tested: 07/21/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per standard specifications 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 0.547 kPa
Phase Angle (δ) (for the 10 cycles) 60.0 degree
Complex Modulus (G*) (for the 10 measurements) 5.467 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 6.31 kPa

Test 4 of 8

DIME Test ID: 2021-06-16-30-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/23/2021
Date Tested: 07/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: PAVper 2018 standard specs
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 37.041 kPa
Phase Angle (δ) (for the 10 cycles) 39.9 degree
Complex Modulus (G*) (for the 10 measurements) 3703.092 kPa
Test Temperature 16.0 C
(G*) x sin(δ)= 2375 kPa

Test 5 of 8

DIME Test ID: 2021-06-16-30-5
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: 07/27/2021
Date Tested: 07/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.0 C
Maximum test bath temperature at 240 s -23.9 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 975.0 mN
Beam deflection 60.0 s 0.968 µm
Measured Stiffness Modulus 60.0 s 81.200 mPa
Estimated Stiffness Modulus 60.0 s 81.200 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.348

Test 6 of 8

DIME Test ID: 2021-06-16-30-6
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 07/27/2021
Date Tested: 07/21/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 7 of 8

DIME Test ID: 2021-06-16-30-8
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/27/2021
Date Tested: 07/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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+6
Test Result Compliance: not applicable
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 0.312 kPa
Phase Angle (δ) (for the 10 cycles) 61.3 degree
Complex Modulus (G*) (for the 10 measurements) 3.115 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.55 kPa

Test 8 of 8

DIME Test ID: 2021-06-16-30-9
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Delta at 2.2 kpa)
Verified Date: 07/27/2021
Date Tested: 07/27/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Test Plate Diameter 25 mm
Delta at 2.2 kpa 62.0 degree

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.