Summary for Test 2021-02-16-23-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214515
DEA: 024F6004
EFIS: 0213000012
DIST-CO-RTE-PM02-SIS,TRI-36,96,299-VAR
Award Date01/14/2020
Closeout Date08/24/2022
Work DescriptionBRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location DescriptionSISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date02/16/2021 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing03/02/2021 Sample typeDepartment Acceptance
A brief description of the sampleTEST Asphalt Binder - JFM The quantity of what the sample constitutes2 of 2 cans
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia
Transportation Laboratory (TL) Number815632 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-02-16-23
DIME Test ID: 2021-02-16-23-3
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: 2021-03-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/04/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.477 kPa
Phase Angle (δ) (for the 10 cycles): 66.0 degree
Complex Modulus (G*) (for the 10 measurements): 3.975 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.35 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications ORIG

Test was verified on 3/12/2021 ✔