Summary for Test 2025-04-17-50-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001208
DEA: 022K6204
EFIS: 0225000120
DIST-CO-RTE-PM02-SIS-96-46.6/46.6
Award Date02/28/2025
Closeout Date07/14/2025
Work DescriptionSiskiyou 96 Potential Landslide DO Storm Damage
Location DescriptionIN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD
QA Service Level1 (Verified on 04/22/2025)

Sample Information

Sample Taken Date04/17/2025 Sample Unique Key50
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 testing04/24/2025
Sample typeQuality Assurance A brief description of the samplePG 58-22
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byGiantolis Last name of sampler or witnessed byTanner
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number823564
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-04-17-50
DIME Test ID: 2025-04-17-50-3
Testing Lab: Atlas - Denver
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-05-15

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas Denver
Date of test: 05/08/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.618 kPa
Phase Angle (δ) (for the 10 cycles): 53.8 degree
Complex Modulus (G*) (for the 10 measurements): 4041.438 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3261 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/15/2025