Summary for Test 2020-09-28-39-7

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 213826
DEA: 023H1704
EFIS: 0217000066
DIST-CO-RTE-PM02-MOD-299-Var
Award Date02/21/2019
Closeout Date11/01/2020
Work DescriptionCOLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/28/2020 Sample Unique Key39
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 testing10/02/2020
Sample typeDepartment Acceptance A brief description of the sampleAB #1 Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byDorell Last name of sampler or witnessed byHarper
Title of samplerpse Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Transportation Laboratory (TL) Number002581
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-28-39
DIME Test ID: 2020-09-28-39-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-21

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/09/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 30.330 kPa
Phase Angle (δ) (for the 10 cycles): 47.1 degree
Complex Modulus (G*) (for the 10 measurements): 3033.082 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2222 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 10/21/2020