Summary for Test 2025-08-04-78-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 993331
DEA: 023H6904
EFIS: 0218000010
DIST-CO-RTE-PM02-PLU-89-30/R42.1
Award Date11/21/2024
Closeout DateNot set
Work DescriptionALMANOR WEST REHAB - ROADWAY REHABILITATION
Location DescriptionIN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
QA Service Level1 (Verified on 10/14/2021)

Sample Information

Sample Taken Date08/04/2025 Sample Unique Key78
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 testing08/25/2025
Sample typeQuality Assurance A brief description of the sampleBinder PG 58-34 Non-Modified
The quantity of what the sample constitutes2 cans PSE From where was the sample collectedSource
First name of sampler or witnessed byBraidy Last name of sampler or witnessed byWhite
Title of samplerTE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameChester plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form858147 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 SupplierDig it Construction, Chester Plant
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-08-04-78
DIME Test ID: 2025-08-04-78-3
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: 09/26/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 60.595 kPa
Phase Angle (δ) (for the 10 cycles): 43.2 degree
Complex Modulus (G*) (for the 10 measurements): 6029.160 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 4127 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/3/2025