Summary for Test 2025-09-03-50-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000698
DEA: 024H0704
EFIS: 0218000074
DIST-CO-RTE-PM02-LAS-139-0.74/11.0
Award Date01/29/2025
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location DescriptionLASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date09/03/2025 Sample Unique Key50
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 testing09/11/2025
Sample typeQuality Assurance A brief description of the samplePG 58-34
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form876953 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-09-03-50
DIME Test ID: 2025-09-03-50-2
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: 09/25/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 54.830 kPa
Phase Angle (δ) (for the 10 cycles): 42.8 degree
Complex Modulus (G*) (for the 10 measurements): 5455.508 kPa
Test Temperature (Specimen 1): 19.0 C
(G*) x sin(δ)=: 3707 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/3/2025