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Sample Record for 2022-04-06-44

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

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: 2022-04-06-44
TL Number from the TL Form:
Sample Submitted By Organization: Valero Benicia Refinery
Sample Organization Contact: (707) 745-7384
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2022
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 508
From where was the sample collected: Manufacturer
Laboratory sample identification: 1220400692
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Benicia, CA

Material Information

Performance Grade: PG 58-34M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Benicia Refinery
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2022-04-06-44-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test no data HH:MM
Test Temperature no data0 C
Speed no data0 rpm
Spindle size no data in
Torque no data0 %
Viscosity reading #1 (A) no data
Viscosity reading #2 (B) no data
Viscosity reading #3 (C) no data
Average viscosity 0.61 Pa-s

Test 2 of 10

DIME Test ID: 2022-04-06-44-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Celsius and mmHg
Observed Flash Point no data
Ambient Barometric Pressure no data
Cleveland Open-Cup Flash Point in Celsius 270 C

Test 3 of 10

DIME Test ID: 2022-04-06-44-3
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
% Elongation Recovery 81 %

Test 4 of 10

DIME Test ID: 2022-04-06-44-4
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 2.78 kPa

Test 5 of 10

DIME Test ID: 2022-04-06-44-5
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Average mass change -0.617 percent

Test 6 of 10

DIME Test ID: 2022-04-06-44-6
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 7.97 kPa

Test 7 of 10

DIME Test ID: 2022-04-06-44-7
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) no data
Phase Angle 2 (δ) (for the 10 cycles) no data
Dynamic Shear 2, G*/sin(δ) no data
Delta at 2.2 kpa 62.1 degree

Test 8 of 10

DIME Test ID: 2022-04-06-44-8
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) no data
(G*) x sin(δ)= 2460 kPa

Test 9 of 10

DIME Test ID: 2022-04-06-44-9
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Time test started no data
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 no data
Estimated Stiffness Modulus 60.0 s 124 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s no data

Test 10 of 10

DIME Test ID: 2022-04-06-44-10
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: 05/13/2022
Date Tested: 05/13/2022
Submitted By Organization: Valero Benicia Refinery
Organization Address: 3400 East 2nd Sreet,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: severino.gorospe@valero.com
Organization Phone: (707) 745-7384
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Time test started no data
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 no data
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.316