Summary for Test 2020-10-05-25-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON--
Award Date08/08/2019
Closeout Date02/16/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date10/05/2020 Sample Unique Key25
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing11/09/2020
Sample typeQuality Control A brief description of the sampleAB #1 test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byCasey Last name of sampler or witnessed byPlant
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-05-25
DIME Test ID: 2020-10-05-25-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2020-11-17

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 11/10/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.346 kPa
Phase Angle (δ) (for the 10 cycles): 82.2 degree
Complex Modulus (G*) (for the 10 measurements): 3.457 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.49 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 11/17/2020