Summary for Test 2024-04-15-29-8

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215697
DEA: 07318204
EFIS: 0715000286
DIST-CO-RTE-PM07-LA-Route 1-4.0/4.2
Award DateNot set
Closeout DateNot set
Work DescriptionCM/GC Project - Work consists of constructing secant wall and slope restoration
Location Descriptionnear Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level1 (Verified on 08/26/2021)

Sample Information

Sample Taken Date04/15/2024 Sample Unique Key29
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 testing04/16/2024
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Irwindale 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 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-04-15-29
DIME Test ID: 2024-04-15-29-8
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-05-14

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 04/17/2024
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 52.0 degree
(G*) x sin(δ)=: 2096 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2024