Summary for Test 2025-06-26-50-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000117
DEA: 020J0104
EFIS: 0219000044
DIST-CO-RTE-PM02-TEH-99-4.2/4.8
Award Date07/11/2024
Closeout DateNot set
Work DescriptionPLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM.
Location DescriptionTEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing07/01/2025 Sample typeQuality Assurance
A brief description of the samplePG 70-10 The quantity of what the sample constitutes2 cans
From where was the sample collectedSource First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Northwest
Transportation Laboratory (TL) Number858139 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-06-26-50
DIME Test ID: 2025-06-26-50-3
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: 2025-07-25

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/17/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 54.393 kPa
Phase Angle (δ) (for the 10 cycles): 44.7 degree
Complex Modulus (G*) (for the 10 measurements): 5412.030 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 3807 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/25/2025 ✔