Summary for Test 2024-07-16-44-8

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 995157
DEA: 07353904
EFIS: 0718000307
DIST-CO-RTE-PM07-LA-405-17.6
Award Date12/04/2023
Closeout DateNot set
Work DescriptionSEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE.
Location DescriptionLOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION
QA Service Level1 (Verified on 09/18/2023)

Sample Information

Sample Taken Date07/16/2024 Sample Unique Key44
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 testing07/17/2024
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 byJons Last name of sampler or witnessed byJons QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Irwindale Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
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: 2024-07-16-44
DIME Test ID: 2024-07-16-44-8
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: 2024-08-07

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/03/2024
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 52.9 degree
(G*) x sin(δ)=: 2532 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/7/2024