Summary for Test 2021-06-25-19-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215624
DEA: 020J4004
EFIS: 0219000115
DIST-CO-RTE-PM02-SIS-161-17.5/18.5
Award Date05/11/2021
Closeout Date09/27/2021
Work DescriptionFULL DEPTH RECLAMATION - CEMENT AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR TULELAKE FROM 0.3 MILE EAST OF MALONE ROAD TO 1.2 MILES EAST OF HILL ROAD
QA Service Level1 (Verified on 04/19/2021)

Sample Information

Sample Taken Date06/25/2021 Sample Unique Key19
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 testing07/13/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byRANDY Last name of sampler or witnessed byBIBBINS
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number990940
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-06-25-19
DIME Test ID: 2021-06-25-19-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-07-23

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/20/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.634 kPa
Phase Angle (δ) (for the 10 cycles): 40.9 degree
Complex Modulus (G*) (for the 10 measurements): 4763.404 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 3119 kPa
General comments (publicly viewable) (Max 1000 characters): per standard specifications

Test was verified on 7/23/2021