Summary for Test 2021-08-16-38-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215094
DEA: 101E5314
EFIS: 1016000031
DIST-CO-RTE-PM10-SJ-88-22.1
Award Date11/20/2020
Closeout Date06/27/2022
Work DescriptionPLACE HMA & INSTALL LIGHTING, FLASHING BEACON & CAMERA SYSTEMS.
Location DescriptionSAN JOAQUIN COUNTY NEAR CLEMENTS AT LIBERTY ROAD
QA Service Level1 (Verified on 08/21/2020)

Sample Information

Sample Taken Date08/16/2021 Sample Unique Key38
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 testing08/26/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes2 Cans From where was the sample collectedJob Site
First name of sampler or witnessed byadam Last name of sampler or witnessed byZ
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number034146
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedYes Lot number1
Sublot number1 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: 2021-08-16-38
DIME Test ID: 2021-08-16-38-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.192 kPa
Phase Angle (δ) (for the 10 cycles): 69.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.600 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.71 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications OG

Test was verified on 9/3/2021