Summary for Test 2025-07-26-3-10

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000363
DEA: 010H5504
EFIS: 0117000235
DIST-CO-RTE-PM01-MEN-101-55.0/64.9
Award Date08/15/2024
Closeout DateNot set
Work DescriptionHMA, RHMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location DescriptionMENDOCINO COUNTY NEAR LONGVALE FROM 2.6 MILES SOUTH OF ARNOLD BRIDGE OVERHEAD 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99
QA Service Level1 (Verified on 07/08/2024)

Sample Information

Sample Taken Date07/26/2025 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/04/2025
Sample typeQuality Assurance A brief description of the sample1 can of 58-22
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byfelipe Last name of sampler or witnessed byd
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) NumberC778811
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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-07-26-3
DIME Test ID: 2025-07-26-3-10
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: 2025-09-05

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/27/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.05 %
Stress Amplitude: 0.318 kPa
Phase Angle (δ) (for the 10 cycles): 82.8 degree
Complex Modulus (G*) (for the 10 measurements): 3.168 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.19 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/5/2025