Summary for Test 2025-07-21-63-8

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995538
DEA: 024H0604
EFIS: 0218000073
DIST-CO-RTE-PM02-PLU,PLU-36-
Award Date11/05/2024
Closeout DateNot set
Work DescriptionCHESTER CAUSEWAY REHAB
Location DescriptionLASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date07/21/2025 Sample Unique Key63
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 testing07/25/2025
Sample typeQuality Assurance A brief description of the sampleBinder PG 58-34 Non-Modified
The quantity of what the sample constitutes2 cans From where was the sample collectedJob Site
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 ID2025-07-21-21
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Numberc867342
Inspector Lot Number from the Transportation Laboratory (TL) Form 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: 2025-07-21-63
DIME Test ID: 2025-07-21-63-8
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: 2025-08-27

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/27/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 178.084 kPa
Phase Angle (δ) (for the 10 cycles): 38.2 degree
Complex Modulus (G*) (for the 10 measurements): 17719.188 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 10958 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/27/2025