Summary for Test 2022-07-22-58-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215045
DEA: 010F4604
EFIS: 0116000010
DIST-CO-RTE-PM01-HUM-299-20.5/30.2
Award Date08/20/2020
Closeout Date10/13/2023
Work DescriptionPLACE HMA & RHMA-O; & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT.
Location DescriptionHUMBOLDT COUNTY ABOUT 15 MILES EAST OF BLUE LAKE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF BAIR ROAD TO 0.4 MILE WEST OF CEDAR CREEK ROAD
QA Service Level1 (Verified on 07/24/2020)

Sample Information

Sample Taken Date07/22/2022 Sample Unique Key58
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 testing07/29/2022
Sample typeDepartment Acceptance A brief description of the samplePG 64-28M BINDER
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byThorpe Last name of sampler or witnessed by_
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBLUE LAKE // SUPPLIER NOT PROVIDED // AASHTO LISTED AS PLACE HOLDER ONLY Transportation Laboratory (TL) Number972484
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes 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: 2022-07-22-58
DIME Test ID: 2022-07-22-58-3
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: 2022-08-11

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/03/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.174 kPa
Phase Angle (δ) (for the 10 cycles): 48.5 degree
Complex Modulus (G*) (for the 10 measurements): 3117.534 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2335 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/11/2022