Summary for Test 2024-07-16-67-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995029
DEA: 010K3104
EFIS: 0120000062
DIST-CO-RTE-PM01-MEN-101-30.8/R33.8
Award Date09/29/2023
Closeout Date09/08/2025
Work DescriptionCalpella Cable Median Barrier
Location DescriptionMENDOCINO COUNTY NEAR UKIAH FROM ROUTE 101/20 SEPARATION TO 0.1 MILE SOUTH OF UVA DRIVE/NORTH STATE STREET
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date07/16/2024 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing07/23/2024 Sample typeVerification
A brief description of the sample1 can PG 64-16 binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedSource First name of sampler or witnessed byCasey(Ken McHugh)
Last name of sampler or witnessed byMcHugh Title of samplerPlant QC
Telephone number of sampler Laboratory sample identification24-123
Linked DIME Sample ID2024-07-16-62 The fabricator/manufacturer/facility nameBodean - Santa Rosa
Transportation Laboratory (TL) Number802713 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: 2024-07-16-67
DIME Test ID: 2024-07-16-67-3
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: 2024-07-30

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/26/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 23.812 kPa
Phase Angle (δ) (for the 10 cycles): 49.6 degree
Complex Modulus (G*) (for the 10 measurements): 2369.249 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1804 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/30/2024 ✔