Summary for Test 2022-01-20-19-5

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215023
DEA: 060U4704
EFIS: 0615000301
DIST-CO-RTE-PM06-KER,KIN-5-81.7/87.0,0.0/0.3
Award Date08/12/2020
Closeout Date06/27/2023
Work DescriptionCONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS.
Location DescriptionKERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date01/20/2022 Sample Unique Key19
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 testing02/02/2022
Sample typeDepartment Acceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSupplier
First name of sampler or witnessed byG Litt Last name of sampler or witnessed byG Litt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number040645
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 number6
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: 2022-01-20-19
DIME Test ID: 2022-01-20-19-5
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: 2022-02-10

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 02/09/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 57.265 kPa
Phase Angle (δ) (for the 10 cycles): 60.1 degree
Complex Modulus (G*) (for the 10 measurements): 5725.895 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4964 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV +3

Test was verified on 2/10/2022