Summary for Test 2022-05-25-72-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993345
DEA: 022J4004
EFIS: 0221000074
DIST-CO-RTE-PM02-LAS-395-56.5/R61.1
Award Date02/02/2022
Closeout Date11/23/2022
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA.
Location DescriptionLASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date05/25/2022 Sample Unique Key72
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 testing06/20/2022
Sample typeAcceptance A brief description of the sampleJMF - binder
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number708120
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
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-25-72
DIME Test ID: 2022-05-25-72-1
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: 2022-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/21/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.169 kPa
Phase Angle (δ) (for the 10 cycles): 69.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.405 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.50 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/24/2022