Summary for Test 2020-07-01-21-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Award Date02/07/2020
Closeout Date04/27/2021
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date07/01/2020 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing07/07/2020 Sample typeDepartment Acceptance
A brief description of the sampleModified Asphalt Binder The quantity of what the sample constitutes1 Can, #1 TEST
From where was the sample collectedSource First name of sampler or witnessed byJoe
Last name of sampler or witnessed byJoe Title of samplerPEI
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAlbina
Transportation Laboratory (TL) Number734740 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 number0
Sublot number0 Tank numberNot set
Time of sampleNot set 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: 2020-07-01-21
DIME Test ID: 2020-07-01-21-3
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: 2020-08-12

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 08/06/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Dynamic Shear, G*/sin(δ): 1.20 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/12/2020 ✔