Summary for Test 2022-10-08-16-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993252
DEA: 030H6504
EFIS: 0316000003
DIST-CO-RTE-PM03-COL-20-34.8/36.5
Award Date11/17/2021
Closeout Date07/21/2023
Work DescriptionRDWY EXCAVATION, COLD PLANE AC PVMT, & OVERLAY.
Location DescriptionCOLUSA COUNTY 1.7 MILES EAST OF COLUSA FROM NIAGARA AVENUE TO 0.3 MILE WEST OF STEIDLMAYER ROAD
QA Service Level1 (Verified on 09/27/2021)

Sample Information

Sample Taken Date10/08/2022 Sample Unique Key16
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 testing11/11/2022
Sample typeAcceptance A brief description of the sample1/2" RHMA-O PG 64-16 oil
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedOther
First name of sampler or witnessed byQ.C Last name of sampler or witnessed byStaff
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number802339
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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: 2022-10-08-16
DIME Test ID: 2022-10-08-16-1
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: 2022-11-17

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/16/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.186 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.554 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.56 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2022