Summary for Test 2020-06-19-12-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Award Date02/11/2020
Closeout Date10/06/2020
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/19/2020 Sample Unique Key12
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 testing07/08/2020
Sample typeAcceptance A brief description of the sampleModified Asphalt Binder
The quantity of what the sample constitutes3 Cans, #5 TEST (2 Months) From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number896805
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 number0
Sublot number0 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: 2020-06-19-12
DIME Test ID: 2020-06-19-12-4
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: Juan Gomez
Date of test: 09/02/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 46.3 degree
(G*) x sin(δ)=:2274 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020