Summary for Test 2021-07-29-52-8

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215590
DEA: 112N0414
EFIS: 1118000184
DIST-CO-RTE-PM11-IMP-115-R8.8/L11.4
Award Date06/10/2021
Closeout Date05/10/2022
Work DescriptionCOLD PLANE, PAVE WITH HMA, PLACE MICROSURFACING AND SHOULDER BACKING.
Location DescriptionIMPERIAL COUNTY IN AND NEAR HOLTVILLE FROM TOWLAND ROAD TO WEST JUNCTION EVAN HEWES HIGHWAY.
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date07/29/2021 Sample Unique Key52
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 testing10/14/2021
Sample typeAcceptance A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byN/A Last name of sampler or witnessed byN/A
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAPI Gateway Transportation Laboratory (TL) NumberC963255
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-29-52
DIME Test ID: 2021-07-29-52-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-11-12

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 11/08/2021
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 54.1 degree
(G*) x sin(δ)=: 2470 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/12/2021