Summary for Test 2021-07-22-28-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 214926
DEA: 010E7204
EFIS: 0115000003
DIST-CO-RTE-PM01-LAK-29-12.7/14.5
Award Date07/07/2020
Closeout Date07/21/2022
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A), RHMA-G, DRAINAGE & EROSION CONTROL.
Location DescriptionLAKE COUNTY NEAR LOWER LAKE FROM 0.8 MILE NORTH OF SPRUCE GROVE ROAD SOUTH TO 0.4 MILE SOUTH OF HOFACKER LANE
QA Service Level1 (Verified on 06/10/2020)

Sample Information

Sample Taken Date07/22/2021 Sample Unique Key28
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 testing07/28/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byK Last name of sampler or witnessed byPoulter
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBodean - Santa Rosa Transportation Laboratory (TL) Number934711
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-22-28
DIME Test ID: 2021-07-22-28-2
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: 2021-08-10

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.188 kPa
Phase Angle (δ) (for the 10 cycles): 85.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.564 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.57 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 8/10/2021