Summary for Test 2025-10-08-54-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 215823
DEA: 101H5004
EFIS: 1017000154
DIST-CO-RTE-PM10-CAL-4-15.9/16.3
Award Date11/18/2022
Closeout DateNot set
Work DescriptionREPLACE BRIDGE
Location DescriptionCALAVERAS COUNTY NEAR ANGELS CAMP FROM 0.3 MILE WEST OF CHEROKEE CREEK BRIDGE TO 0.1 MILE EAST OF CHEROKEE BRIDGE
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date10/08/2025 Sample Unique Key54
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 testing10/20/2025
Sample typeQuality Assurance A brief description of the sample70-10
The quantity of what the sample constitutes2 cans of binder From where was the sample collectedJob Site
First name of sampler or witnessed byT Last name of sampler or witnessed byFULKERSON
Title of samplerTECHNICIAN Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech West Sac Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form070103 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-10-08-54
DIME Test ID: 2025-10-08-54-2
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: 2025-11-06

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 10/31/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.05 %
Stress Amplitude: 0.277 kPa
Phase Angle (δ) (for the 10 cycles): 83.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.756 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 2.77 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 11/6/2025