Summary for Test 2022-06-24-25-5

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215555
DEA: 061A9804
EFIS: 0620000145
DIST-CO-RTE-PM06-TUL-65,190,198,245-Var
Award Date04/29/2021
Closeout Date08/07/2023
Work DescriptionCOLD PLANE AND REPLACE WITH HMA AND RESURFACE WITH CHIP SEAL.
Location DescriptionTULARE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/10/2021)

Sample Information

Sample Taken Date06/24/2022 Sample Unique Key25
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 testing06/28/2022
Sample typeAcceptance A brief description of the samplePG70-10
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byDCA Last name of sampler or witnessed by_
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number773879
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 number1
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: 2022-06-24-25
DIME Test ID: 2022-06-24-25-5
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: 2022-07-06

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/01/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 38.477 kPa
Phase Angle (δ) (for the 10 cycles): 61.3 degree
Complex Modulus (G*) (for the 10 measurements): 3847.744 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3375 kPa
General comments (publicly viewable) (Max 1000 characters): pav+3

Test was verified on 7/6/2022