Summary for Test 2025-06-19-63-3

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 Date06/19/2025 Sample Unique Key63
Date that the sample was received by the laboratory/organization performing the testing06/30/2025 Sample typeQuality Assurance
A brief description of the samplebinder The quantity of what the sample constitutes2 cans
From where was the sample collectedSource First name of sampler or witnessed byGGI
Last name of sampler or witnessed bySloaterman Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR
Transportation Laboratory (TL) Number857997 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 SupplierDig it Construction, Chester Plant
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-06-19-63
DIME Test ID: 2025-06-19-63-3
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: 2025-07-29

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/23/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 128.393 kPa
Phase Angle (δ) (for the 10 cycles): 38.1 degree
Complex Modulus (G*) (for the 10 measurements): 12774.888 kPa
Test Temperature (Specimen 1): 19.0 C
(G*) x sin(δ)=: 7883 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/29/2025 ✔