Summary for Test 2025-06-23-34-1

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
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-06-23-34
DIME Test ID: 2025-06-23-34-1
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: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/24/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.323 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 7/25/2025 ✔