Summary for Test 2022-01-10-34-4

Test performed: AASHTO T315-20

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 Date01/10/2022 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing01/24/2022 Sample typeVerification
A brief description of the sampleTank HB The quantity of what the sample constitutes3 of 3
From where was the sample collectedManufacturer First name of sampler or witnessed byKeven
Last name of sampler or witnessed byHeitschmidt Title of sampler
Telephone number of sampler Laboratory sample identificationPG5834M11022CHB
Linked DIME Sample ID2022-01-10-17 The fabricator/manufacturer/facility nameChowchilla CA
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 58-34 M
ModifiedYes Lot number
Sublot number Tank numberHB
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-01-10-34
DIME Test ID: 2022-01-10-34-4
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: 2022-02-11

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 02/10/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.245 kPa
Phase Angle (δ) (for the 10 cycles): 45.1 degree
Complex Modulus (G*) (for the 10 measurements): 3724.577 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2638 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 2/11/2022 ✔