Summary for Test 2024-09-24-60-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000651
DEA: 010M7004
EFIS: 0123000057
DIST-CO-RTE-PM01-HUM-101-109.55/125.73
Award Date08/31/2024
Closeout Date09/09/2025
Work DescriptionOrick Micro-Surfacing
Location DescriptionNot set
QA Service Level1 (Verified on 09/26/2024)

Sample Information

Sample Taken Date09/24/2024 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing09/26/2024 Sample typeProduction Start-Up
A brief description of the sampleBinder The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byJason
Last name of sampler or witnessed byHuett Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKernen
Transportation Laboratory (TL) Number637144 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 number1
Sublot number1 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: 2024-09-24-60
DIME Test ID: 2024-09-24-60-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-10-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/27/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.150 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.240 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.24 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/1/2024 ✔