Summary for Test 2022-09-29-19-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994305
DEA: 010K1004
EFIS: 0120000009
DIST-CO-RTE-PM01-HUM-101-77.3
Award DateNot set
Closeout Date08/02/2023
Work DescriptionD1 SHOP Paving
Location DescriptionNot set
QA Service Level1 (Verified on 09/27/2022)

Sample Information

Sample Taken Date09/29/2022 Sample Unique Key19
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 testing10/03/2022
Sample typeDepartment Acceptance A brief description of the samplePG 76-22M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byL Last name of sampler or witnessed byLee
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number026633
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 76-22 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 NumberNot set

Test Details

DIME Sample ID: 2022-09-29-19
DIME Test ID: 2022-09-29-19-1
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: 2022-10-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 10/03/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.148 kPa
Phase Angle (δ) (for the 10 cycles): 68.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.231 kPa
Test Temperature (Specimen 1): 76.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/3/2022