Summary for Test 2020-07-08-24-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout Date08/14/2023
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date07/08/2020 Sample Unique Key24
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 testing07/14/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 58-34M
The quantity of what the sample constitutes#10 Test, #9 NO Test (002560) From where was the sample collectedSource
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerNVS consultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number897715
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 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: 2020-07-08-24
DIME Test ID: 2020-07-08-24-3
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: 2020-09-02

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Xavier Carrillo
Date of test: 09/02/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 47.2 degree
(G*) x sin(δ)=: 2163 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020