Summary for Test 2024-09-24-61-1

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 Date09/24/2024 Sample Unique Key61
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 testing09/27/2024
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) Number931008
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

Test Details

DIME Sample ID: 2024-09-24-61
DIME Test ID: 2024-09-24-61-1
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: 09/30/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.207 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.717 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.72 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/1/2024