Summary for Test 2023-09-20-40-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994431
DEA: 024J1604
EFIS: 0222000145
DIST-CO-RTE-PM02---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 03/28/2023)

Sample Information

Sample Taken Date09/20/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing09/25/2023 Sample typeDepartment Acceptance
A brief description of the sample1 can PG 58-22 The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byQC
Last name of sampler or witnessed bySlcatermen Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWard Lake Plant
Transportation Laboratory (TL) Number858050 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-09-20-40
DIME Test ID: 2023-09-20-40-1
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: 2023-10-10

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/26/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.193 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.597 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.60 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/10/2023 ✔