Summary for Test 2025-04-08-32-9

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994751
DEA: 010C5004
EFIS: 0112000292
DIST-CO-RTE-PM01-HUM-36-11.3/34.6
Award Date03/02/2023
Closeout DateNot set
Work DescriptionProject Name: Bridge Rail Replacement - 3 Bridges
Location DescriptionHely Creek, Little Larabee Creek and Butte Creek Bridge.
QA Service Level1 (Verified on 04/27/2023)

Sample Information

Sample Taken Date04/08/2025 Sample Unique Key32
Date that the sample was received by the laboratory/organization performing the testing04/11/2025 Sample typeVerification
A brief description of the sample1 can PG 64-16 binder The quantity of what the sample constitutes1 can of binder
From where was the sample collectedSource First name of sampler or witnessed byBen
Last name of sampler or witnessed byReeves Title of samplerQC Technician
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser Boyd Road
Transportation Laboratory (TL) Number00000 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo 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: 2025-04-08-32
DIME Test ID: 2025-04-08-32-9
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: 2025-05-15

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Atlas Denver
Date of test: 05/07/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.148 kPa
Phase Angle (δ) (for the 10 cycles): 87.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.227 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.23 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 5/15/2025 ✔