Summary for Test 2022-08-03-49-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 993722
DEA: 09388704
EFIS: 0921000037
DIST-CO-RTE-PM09-KER-14,58-Var
Award Date06/15/2022
Closeout Date10/13/2022
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA (TYPE A).
Location DescriptionKERN COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/20/2023)

Sample Information

Sample Taken Date08/03/2022 Sample Unique Key49
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 testing09/02/2022
Sample typePer Request 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 byA Last name of sampler or witnessed byAhumada
Title of sampler Telephone number of sampler
Laboratory sample identification0610-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGrifith-Edmonsten-Lebec Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-03-49
DIME Test ID: 2022-08-03-49-3
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: 2022-09-16

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/06/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Dynamic Shear, G*/sin(δ): 1.37 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2022