Summary for Test 2023-04-10-62-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994231
DEA: 010J3104
EFIS: 0119000007
MINOR: 01A6194
DIST-CO-RTE-PM01-LAK--
Award DateNot set
Closeout Date05/16/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 09/09/2022)

Sample Information

Sample Taken Date04/10/2023 Sample Unique Key62
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 testing04/18/2023
Sample typeDepartment Acceptance A brief description of the sample1 can asphalt binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byMorgan
Title of sampler Telephone number of sampler
Laboratory sample identification1777453030 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite HWY 175 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo 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: 2023-04-10-62
DIME Test ID: 2023-04-10-62-1
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: 2023-04-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 04/25/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.210 kPa
Phase Angle (δ) (for the 10 cycles): 83.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.748 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.76 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 4/26/2023