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
Date that the sample was received by the laboratory/organization performing the testing06/28/2022 Sample typeDepartment Acceptance
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
Bid ItemNot set

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
HMA TypeNot set HMA Supplier Mix ID 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 ✔