Summary for Test 2022-07-15-52-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215367
DEA: 021J4904
EFIS: 0220000084
DIST-CO-RTE-PM02-TEH-32-14.0/20.0
Award Date02/02/2021
Closeout Date04/11/2024
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionTEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
QA Service Level1 (Verified on 12/24/2020)

Sample Information

Sample Taken Date07/15/2022 Sample Unique Key52
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/27/2022
Sample typeDepartment Acceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Asphalt Transportation Laboratory (TL) Number876977
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo 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 NumberNot set

Test Details

DIME Sample ID: 2022-07-15-52
DIME Test ID: 2022-07-15-52-1
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: 2022-08-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 86.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.696 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.70 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/9/2022