Summary for Test 2025-08-21-38-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000898
DEA: 010N8304
EFIS: 0124000116
DIST-CO-RTE-PM01-HUM-96-4.9/R13.3
Award Date04/03/2025
Closeout Date11/03/2025
Work DescriptionPLACE RUBBER CHIP SEAL, MICRO-SURFACING, AND REPLACE AC SURFACING.
Location DescriptionHUMBOLDT COUNTY AT HOOPA FROM 4.6 MILES EAST OF WILLOW CREEK BRIDGE TO HOSTLER CREEK BRIDGE
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date08/21/2025 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing08/28/2025 Sample typeQuality Assurance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedJob Site First name of sampler or witnessed bynolan
Last name of sampler or witnessed bym Title of samplerARE
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWillow Creek 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 SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-08-21-38
DIME Test ID: 2025-08-21-38-3
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: 2025-10-03

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/24/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 31.458 kPa
Phase Angle (δ) (for the 10 cycles): 51.4 degree
Complex Modulus (G*) (for the 10 measurements): 3129.987 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2446 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/3/2025 ✔