Summary for Test 2025-06-11-89-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994309
DEA: 033H5404
EFIS: 0318000012
DIST-CO-RTE-PM03-BUT-70-46.0/47.0
Award Date02/10/2023
Closeout DateNot set
Work DescriptionRAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location DescriptionBUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date06/11/2025 Sample Unique Key89
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 samplePG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byM 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 nameValero-Benicia Asphalt Plant Transportation Laboratory (TL) Number778835
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 number4
Sublot number5 Tank number
Time of sample HMA SupplierTeichert - Hallwood Plant
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-06-11-89
DIME Test ID: 2025-06-11-89-1
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: 2025-07-02

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: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.188 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/2/2025