Summary for Test 2021-08-03-24-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215580
DEA: 061A9904
EFIS: 0620000146
DIST-CO-RTE-PM06-KER,TUL-43,46-Var
Award Date04/29/2021
Closeout Date12/01/2021
Work DescriptionCOLD PLANE AC PAVEMENT, REPLACE WITH HMA AND RESURFACE WITH CHIP SEAL.
Location DescriptionKERN AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date08/03/2021 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 testing08/09/2021
Sample typeDepartment Acceptance A brief description of the samplePG70-10
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byG3 Last name of sampler or witnessed byQC tech
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Lebec Transportation Laboratory (TL) Numberc771024
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 SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-03-24
DIME Test ID: 2021-08-03-24-4
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2021-08-16

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 44.046 kPa
Phase Angle (δ) (for the 10 cycles): 60.7 degree
Complex Modulus (G*) (for the 10 measurements): 4404.055 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3841 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3C

Test was verified on 8/16/2021