Summary for Test 2025-09-15-31-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 994535
DEA: 010H8404
EFIS: 0118000117
DIST-CO-RTE-PM01-LAK-20-2.0/2.8
Award Date07/21/2023
Closeout DateNot set
Work DescriptionRDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIER PILE & RETAINING WALLS.
Location DescriptionLAKE COUNTY ABOUT 6 MILES WEST OF UPPER LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD
QA Service Level1 (Verified on 04/25/2023)

Sample Information

Sample Taken Date09/15/2025 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing09/17/2025 Sample typeQuality Assurance
A brief description of the samplePSE The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byFelipe
Last name of sampler or witnessed byD Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number778822 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: 2025-09-15-31
DIME Test ID: 2025-09-15-31-2
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: 2025-09-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/22/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.387 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/22/2025 ✔