Summary for Test 2024-10-03-99-10

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994319
DEA: 023J7104
EFIS: 0222000076
DIST-CO-RTE-PM02-PLU-89-8.7/12.9
Award Date11/29/2022
Closeout Date04/21/2025
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING.
Location DescriptionPLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD
QA Service Level1 (Verified on 10/26/2022)

Sample Information

Sample Taken Date10/03/2024 Sample Unique Key99
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 testing10/22/2024
Sample typeQuality Assurance A brief description of the samplePG 58-34 M
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed bySloatermen Last name of sampler or witnessed byC
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) Number823633
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 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 Number

Test Details

DIME Sample ID: 2024-10-03-99
DIME Test ID: 2024-10-03-99-10
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: 2025-01-10

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.244 kPa
Phase Angle (δ) (for the 10 cycles): 71.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.025 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.14 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 1/10/2025