Summary for Test 2022-11-17-81-2

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 993651
DEA: 112N1144
EFIS: 1121000143
DIST-CO-RTE-PM11-IMP-78-34.0/41.0
Award Date06/29/2022
Closeout Date03/27/2023
Work DescriptionCOLD IN-PLACE RECYCLING, RHMA-G OVERLAY, PAVEMENT MARKINGS.
Location DescriptionIMPERIAL COUNTY NEAR AND AT GLAMIS FROM 6.7 MILES EAST OF EAST HIGHLINE CANAL TO TED KIPF ROAD
QA Service Level1 (Verified on 03/29/2022)

Sample Information

Sample Taken Date11/17/2022 Sample Unique Key81
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 testing12/12/2022
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 byContractor Last name of sampler or witnessed byContractor
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWestern Emulsions Inc Transportation Laboratory (TL) NumberC004851
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierWestern Emulsion - Mojave Asphalt Terminal - Mojave CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-11-17-81
DIME Test ID: 2022-11-17-81-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-12-27

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/22/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 87.6 degree
Dynamic Shear, G*/sin(δ): 1.33 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 12/27/2022