Summary for Test 2024-09-04-57-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000002
DEA: 010M6404
EFIS: 0123000051
DIST-CO-RTE-PM01-LAK-29-R45.1/52.5
Award Date03/14/2024
Closeout Date03/20/2025
Work DescriptionRHMA-G, COLD PLANE AC PAVEMENT, AND PAVEMENT DELINEATION.
Location DescriptionLAKE COUNTY NEAR LAKEPORT FROM PARK WAY OVERCROSSING TO ROUTE 20
QA Service Level1 (Verified on 01/10/2024)

Sample Information

Sample Taken Date09/04/2024 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing09/10/2024 Sample typeProduction Start-Up
A brief description of the samplePG 58-22 The quantity of what the sample constitutes1 OF 1
From where was the sample collectedFabricator First name of sampler or witnessed byFelipe
Last name of sampler or witnessed byDamian Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number033190 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified 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: 2024-09-04-57
DIME Test ID: 2024-09-04-57-1
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: 2024-09-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 09/17/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.324 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/20/2024 ✔