Summary for Test 2025-08-11-31-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001111
DEA: 010M6504
EFIS: 0123000052
DIST-CO-RTE-PM01-HUM-101-125.7/R131.7
Award Date06/09/2025
Closeout Date11/03/2025
Work DescriptionREPLACE AC SURFACING AND DELINEATION.
Location DescriptionHUMBOLDT COUNTY ON ROUTE 101 FROM 0.40 MILE SOUTH OF SOUTH PRAIRIE CREEK UNDERCROSSING TO 2.76 MILES NORTH OF BOYES CREEK VIADUCT
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date08/11/2025 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing08/18/2025 Sample typeQuality Assurance
A brief description of the sample1/2-inch Type A HMA, PG 64-16 The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedManufacturer 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 nameKernen Blue Lake 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - Redding CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-08-11-31
DIME Test ID: 2025-08-11-31-1
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: 2025-09-05

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/25/2025
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): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.220 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 9/5/2025 ✔