Summary for Test 2025-08-29-9-3

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 Date08/29/2025 Sample Unique Key9
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 testing09/03/2025
Sample typeQuality Assurance A brief description of the samplePG 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 byJack Last name of sampler or witnessed byNaylor
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fracer Fortuna Plant A 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

Test Details

DIME Sample ID: 2025-08-29-9
DIME Test ID: 2025-08-29-9-3
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: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/25/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 31.981 kPa
Phase Angle (δ) (for the 10 cycles): 53.4 degree
Complex Modulus (G*) (for the 10 measurements): 3182.014 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2555 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/3/2025