Summary for Test 2025-04-27-18-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000608
DEA: 100Q2104
EFIS: 1017000171
DIST-CO-RTE-PM10-AMA-88-5.5/14.3
Award Date11/25/2024
Closeout Date05/05/2026
Work DescriptionREPAIR FAILED PAVEMENT AND RESURFACE EXISTING PAVEMENT WITH HMA.
Location DescriptionAMADOR COUNTY NEAR MARTELL FROM 0.7 MILE WEST OF IONE-BUENA VISTA ROAD TO 0.2 MILE EAST OF KENNEDY FLAT ROAD
QA Service Level1 (Verified on 10/02/2024)

Sample Information

Sample Taken Date04/27/2025 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing07/30/2025 Sample typeQuality Assurance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byT
Last name of sampler or witnessed byTrefz Title of samplerMREA
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVernalis
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form0439005
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierTeichert Vernalis
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-04-27-18
DIME Test ID: 2025-04-27-18-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-10-08

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 10/06/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 87.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.249 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.25 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 10/8/2025 ✔