Summary for Test 2023-09-28-77-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995105
DEA: 023J8104
EFIS: 0222000086
DIST-CO-RTE-PM02-SIS-3-0.408/7.1
Award Date03/17/2023
Closeout Date04/11/2024
Work DescriptionScott Mountain Overlay
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date09/28/2023 Sample Unique Key77
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 testing10/16/2023
Sample typeDepartment Acceptance A brief description of the sample3/8" HMA w/24% RAP
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byC. rogers Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number825048
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes 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: 2023-09-28-77
DIME Test ID: 2023-09-28-77-1
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: 2023-10-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/19/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.323 kPa
Phase Angle (δ) (for the 10 cycles): 58.1 degree
Complex Modulus (G*) (for the 10 measurements): 2.682 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.16 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/19/2023