Summary for Test 2026-07-08-48-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002024
DEA: 044AC704
EFIS: 0420000148
DIST-CO-RTE-PM04-MRN-101-8/15.3
Award DateNot set
Closeout DateNot set
Work DescriptionPAVEMENT - Repaving from Nellen to Miller Creek
Location DescriptionNot set
QA Service Level1 (Verified on 04/06/2026)

Sample Information

Sample Taken Date07/08/2026 Sample Unique Key48
Date that the sample was received by the laboratory/organization performing the testing07/10/2026 Sample typeAcceptance
A brief description of the sample64-16 JMF verification The quantity of what the sample constitutes4 cans
From where was the sample collectedFabricator First name of sampler or witnessed byMATHEW
Last name of sampler or witnessed byJAMES Title of samplerQC
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDUTRA- DRUM PLANT
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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierDUTRA MATERIALS- RICHMOND
Certified Asphalt SupplierAlbina Asphalt - Chowchilla - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number1066766
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-07-08-48
DIME Test ID: 2026-07-08-48-1
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: 2026-07-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/13/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.171 kPa
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.416 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.42 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/13/2026 ✔