Summary for Test 2025-03-12-14-1

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 Date03/12/2025 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing06/02/2025 Sample typeInformational
A brief description of the samplePG 58-22 The quantity of what the sample constitutes2 Quart cans
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byWitness Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAmerican Pavement Systems
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number35
Time of sample HMA Supplier
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: 2025-03-12-14
DIME Test ID: 2025-03-12-14-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-06-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/03/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.197 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.630 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.63 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/4/2025 ✔