Summary for Test 2025-04-14-47-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date04/14/2025 Sample Unique Key47
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 testing07/17/2024
Sample typeProduction Start-Up A brief description of the samplePG58-34M
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byGiuntoli
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number823557
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 SupplierTullis Northstate Asphalt
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-04-14-47
DIME Test ID: 2025-04-14-47-3
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: 2025-05-14

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: 58.405 kPa
Phase Angle (δ) (for the 10 cycles): 40.4 degree
Complex Modulus (G*) (for the 10 measurements): 5811.195 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 3766 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/14/2025