Summary for Test 2025-09-02-84-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994539
DEA: 021H58U4
EFIS: 0223000059
DIST-CO-RTE-PM02-PLU-70-58.2/R78.4
Award Date06/27/2023
Closeout DateNot set
Work DescriptionRECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location DescriptionPLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
QA Service Level1 (Verified on 05/08/2023)

Sample Information

Sample Taken Date09/02/2025 Sample Unique Key84
Date that the sample was received by the laboratory/organization performing the testing09/12/2025 Sample typeQuality Assurance
A brief description of the samplePG 64-28M The quantity of what the sample constitutes2 Cans
From where was the sample collectedSource First name of sampler or witnessed byQC Personal
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form724348
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-09-02-84
DIME Test ID: 2025-09-02-84-1
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: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/22/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.05 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 66.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.690 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.84 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 10/3/2025 ✔