Summary for Test 2025-06-23-34-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000014
DEA: 010H1504
EFIS: 0117000116
DIST-CO-RTE-PM01-MEN-162-R0.0/25.7
Award Date03/26/2024
Closeout DateNot set
Work DescriptionHMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER.
Location DescriptionMENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO
QA Service Level1 (Verified on 01/10/2024)

Sample Information

Sample Taken Date06/23/2025 Sample Unique Key34
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 testing06/27/2025
Sample typeQuality Assurance A brief description of the sample1 can PG 58-22
The quantity of what the sample constitutes1 can binder From where was the sample collectedSource
First name of sampler or witnessed byGranite QC Last name of sampler or witnessed byGranite
Title of samplerPlant QC Telephone number of sampler
Laboratory sample identification25-110 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number778806
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
Modified Lot number1
Sublot number1 Tank number
Time of sample07:41 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-06-23-34
DIME Test ID: 2025-06-23-34-3
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: 2025-07-25

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/15/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.05 %
Stress Amplitude: 0.349 kPa
Phase Angle (δ) (for the 10 cycles): 82.0 degree
Complex Modulus (G*) (for the 10 measurements): 3.470 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.50 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 7/25/2025