Summary for Test 2025-06-13-45-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000282
DEA: 033G0704
EFIS: 0323000121
DIST-CO-RTE-PM03-BUT-32-31.5/37.8
Award Date06/25/2024
Closeout DateNot set
Work DescriptionCOLD PLANE AND PLACE HMA.
Location DescriptionBUTTE COUNTY FROM 1.6 MILES NORTH OF 120G/PLATT MOUNTAIN ROAD TO TEHAMA COUNTY LINE
QA Service Level1 (Verified on 05/08/2024)

Sample Information

Sample Taken Date06/13/2025 Sample Unique Key45
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 testing06/30/2025
Sample typeQuality Assurance A brief description of the sample1 can
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byMark Last name of sampler or witnessed byAtteberry
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number778839
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 number1
Sublot number10 Tank number
Time of sample HMA SupplierTeichert Hallwood
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-06-13-45
DIME Test ID: 2025-06-13-45-1
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: 2025-07-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 07/02/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.310 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.574 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.58 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/3/2025