Summary for Test 2024-09-24-136-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 1000255
DEA: 081N7504
EFIS: 0823000045
DIST-CO-RTE-PM08-SBD-138,189-21.4/R37.8,0.0/5.6
Award Date06/12/2024
Closeout DateNot set
Work DescriptionSLURRY SEAL, TWO-COMPONENT PAINT TRAFFIC STRIPE, REPLACE AC SURFACING.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 138 FROM BOLINGBROKE ROAD TO ROUTE 18 AND ON ROUTE 189 FROM ROUTE 18 TO ROUTE 173
QA Service Level1 (Verified on 05/15/2024)

Sample Information

Sample Taken Date09/24/2024 Sample Unique Key136
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 testing09/25/2024
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 byMary Last name of sampler or witnessed byMaryanna Landaverde
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona 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 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: 2024-09-24-136
DIME Test ID: 2024-09-24-136-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-12-23

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/19/2024
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Dynamic Shear, G*/sin(δ): 1.56 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/23/2024