Summary for Test 2026-08-12-20-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/12/2026 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing08/12/2026 Sample typeJMF Verification
A brief description of the sampleJMFPP 1/2" 25% rap The quantity of what the sample constitutes1 can of 58-22
From where was the sample collectedSource First name of sampler or witnessed byAMARE
Last name of sampler or witnessed byTEFERA Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDeSilva Gates Aggregates-Marysville
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form00000
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierDeSilva Gates Aggregate
Certified Asphalt SupplierAlbina Asphalt - Chowchilla - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type1/2"HMA-A 25%RAP HMA Supplier Mix ID Number3730

Test Details

DIME Sample ID: 2026-08-12-20
DIME Test ID: 2026-08-12-20-1
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: 2026-08-17

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/13/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.172 kPa
Phase Angle (δ) (for the 10 cycles): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.428 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.43 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/17/2026 ✔