Summary for Test 2026-03-20-37-1

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 Date03/20/2026 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing03/27/2026 Sample typeQuality Assurance
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 byLEE
Last name of sampler or witnessed byRENICK 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-03-20-37
DIME Test ID: 2026-03-20-37-1
Testing Lab: Atlas - Denver
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: 2026-04-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 04/09/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.147 kPa
Phase Angle (δ) (for the 10 cycles): 86.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.222 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 4/9/2026 ✔