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
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 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

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