Summary for Test 2024-08-28-52-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date08/28/2024 Sample Unique Key52
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 testing08/30/2024
Sample typeVerification A brief description of the sampleJMF Verification
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byMejia
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-Sun Valley 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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-08-28-52
DIME Test ID: 2024-08-28-52-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-09-06

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 09/03/2024
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Dynamic Shear, G*/sin(δ): 2.95 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/6/2024