Summary for Test 2024-05-21-117-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date05/21/2024 Sample Unique Key117
Date that the sample was received by the laboratory/organization performing the testing06/18/2024 Sample typeVerification
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes4 qts
From where was the sample collectedSupplier First name of sampler or witnessed byTomas
Last name of sampler or witnessed byReneau Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID2024-05-21-113 The fabricator/manufacturer/facility nameWestern Emulsion White City
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample8 am HMA Supplier
Certified Asphalt SupplierWestern Emulsions -White City Emulsion Plant - White City OR MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-05-21-117
DIME Test ID: 2024-05-21-117-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2024-07-02

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/21/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.118 kPa
Phase Angle (δ) (for the 10 cycles): 47.7 degree
Complex Modulus (G*) (for the 10 measurements): 3295.185 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2437 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/2/2024 ✔