Summary for Test 2025-07-14-55-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000279
DEA: 023H70U4
EFIS: 0223000161
DIST-CO-RTE-PM02-TRI-299-15.0/25.7
Award Date08/09/2024
Closeout Date06/23/2026
Work DescriptionRHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location DescriptionTRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
QA Service Level1 (Verified on 04/30/2024)

Sample Information

Sample Taken Date07/14/2025 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing07/21/2025 Sample typeQuality Assurance
A brief description of the samplePG 58-22 The quantity of what the sample constitutes2 Cans
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Fawndale
Transportation Laboratory (TL) Number858522 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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-07-14-55
DIME Test ID: 2025-07-14-55-1
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: 2025-08-18

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/08/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.179 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.482 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 8/18/2025 ✔