Summary for Test 2026-04-09-32-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000561
DEA: 010J8904
EFIS: 0119000119
DIST-CO-RTE-PM01-HUM-36-3.9/6.0
Award Date12/06/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location DescriptionHUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
QA Service Level1 (Verified on 09/23/2024)

Sample Information

Sample Taken Date04/09/2026 Sample Unique Key32
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 testing04/13/2026
Sample typeAcceptance 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 byJASON Last name of sampler or witnessed byHUETT
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFortuna Transportation Laboratory (TL) Number026032
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierWestern Emulsions - White City Emulsion Plant - White City OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2026-04-09-32
DIME Test ID: 2026-04-09-32-1
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: 2026-04-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 04/14/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.188 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 4/14/2026