Summary for Test 2020-09-03-16-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 212657
DEA: 024G5004
EFIS: 0214000031
DIST-CO-RTE-PM02-TRI-299-1.9-2.3
Award Date10/01/2019
Closeout Date11/24/2021
Work DescriptionVIADUCT WIDENING
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
QA Service Level1 (Verified on 09/04/2018)

Sample Information

Sample Taken Date09/03/2020 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 testing09/11/2020
Sample typeQuality Assurance A brief description of the sampleAB PG 64-28M #1 Test
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byLockett
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number036611
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
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2020-09-03-16
DIME Test ID: 2020-09-03-16-5
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: 2020-09-25

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 09/22/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 41.4 degree
(G*) x sin(δ)=:1999 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2020