Summary for Test 2021-07-13-25-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215703
DEA: 010K5004
EFIS: 0120000107
DIST-CO-RTE-PM01-LAK-20-12.2/46.0
Award Date05/26/2021
Closeout Date11/22/2021
Work DescriptionREMOVE, ABANDON, AND REPLACE DRAINAGE FACILITIES.
Location DescriptionLAKE COUNTY AT VARIOUS LOCATIONS ON ROUTE 20 FROM 0.4 MILE EAST OF PYLE ROAD/NICE-LUCERNE CUTOFF TO 0.5 MILE WEST OF END OF COUNTY
QA Service Level1 (Verified on 04/30/2021)

Sample Information

Sample Taken Date07/13/2021 Sample Unique Key25
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 testing07/26/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byP Last name of sampler or witnessed byDolby
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number934708
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified 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: 2021-07-13-25
DIME Test ID: 2021-07-13-25-4
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: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/04/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.251 kPa
Phase Angle (δ) (for the 10 cycles): 48.9 degree
Complex Modulus (G*) (for the 10 measurements): 3824.576 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2882 kPa
General comments (publicly viewable) (Max 1000 characters): as per 2018 Standard Specifications PAV

Test was verified on 8/10/2021