Summary for Test 2026-06-25-49-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001117
DEA: 033G4304
EFIS: 0324000127
DIST-CO-RTE-PM03-ED-89-0.0/8.5
Award Date06/06/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT AND HMA (TYPE A) OVERLAY.
Location DescriptionEL DORADO COUNTY NEAR MEYERS FROM ALPINE COUNTY LINE TO POMO STREET
QA Service Level1 (Verified on 04/02/2025)

Sample Information

Sample Taken Date06/25/2026 Sample Unique Key49
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 testing06/26/2026
Sample typeQuality Assurance A brief description of the samplePG 64-28
The quantity of what the sample constitutes1 Can From where was the sample collectedManufacturer
First name of sampler or witnessed byEddie Last name of sampler or witnessed byPaniagua
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTahoe Asphalt Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number1
Sublot number5 Tank number
Time of sample HMA SupplierTahoe Asphalt
Certified Asphalt SupplierVSS Emultech - Redding - Redding CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number2001

Test Details

DIME Sample ID: 2026-06-25-49
DIME Test ID: 2026-06-25-49-1
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: 2026-07-02

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/30/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.121 kPa
Phase Angle (δ) (for the 10 cycles): 87.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.004 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.00 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/2/2026