Summary for Test 2024-01-22-21-5

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995221
DEA: 024H0004
EFIS: 0218000067
DIST-CO-RTE-PM02-SIS-97,161-45.0/54.1,0.0/0.8
Award Date02/23/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK.
Location DescriptionSISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date01/22/2024 Sample Unique Key21
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 testing05/02/2024
Sample typeQuality Assurance A brief description of the sample2 cans
The quantity of what the sample constitutes2 cans for chip seal/seal coats From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identificationPG641612224KF40 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR 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
Modified Lot number
Sublot number Tank number40
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-01-22-21
DIME Test ID: 2024-01-22-21-5
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: 2024-05-15

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 05/10/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.815 kPa
Phase Angle (δ) (for the 10 cycles): 50.2 degree
Complex Modulus (G*) (for the 10 measurements): 3265.047 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2508 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/15/2024