Summary for Test 2021-07-07-27-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215191
DEA: 010F6804
EFIS: 0116000044
DIST-CO-RTE-PM01-HUM-299-38.9/39.5
Award Date11/19/2020
Closeout Date10/20/2022
Work DescriptionPLACE HMA-A & RHMA-G, & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT.
Location DescriptionHUMBOLDT COUNTY AT WILLOW CREEK FROM 0.1 MILE WEST OF WILLOW WAY TO PANTHER ROAD
QA Service Level1 (Verified on 10/05/2020)

Sample Information

Sample Taken Date07/07/2021 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing08/04/2021 Sample typeDepartment Acceptance
A brief description of the samplebinder The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byD
Last name of sampler or witnessed byOwens Title of samplerPEI
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero Benicia
Transportation Laboratory (TL) Number00000 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-07-07-27
DIME Test ID: 2021-07-07-27-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2021-08-11

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.355 kPa
Phase Angle (δ) (for the 10 cycles): 39.9 degree
Complex Modulus (G*) (for the 10 measurements): 3333.416 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2138 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/11/2021 ✔