Summary for Test 2024-09-30-53-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994819
DEA: 060U4304
EFIS: 0616000033
DIST-CO-RTE-PM06-KER-184-8.5/11.6
Award Date10/26/2023
Closeout DateNot set
Work DescriptionRESURFACE LANES AND SHOULDERS.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE
QA Service Level1 (Verified on 05/22/2023)

Sample Information

Sample Taken Date09/30/2024 Sample Unique Key53
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 testing10/07/2024
Sample typeAcceptance A brief description of the samplePG 70-10
The quantity of what the sample constitutes1 of 1 From where was the sample collectedFabricator
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byGriffith
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston Transportation Laboratory (TL) Number755191
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo 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: 2024-09-30-53
DIME Test ID: 2024-09-30-53-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-10-08

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/08/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.226 kPa
Phase Angle (δ) (for the 10 cycles): 88.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.254 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 2.25 kPa
General comments (publicly viewable) (Max 1000 characters): rtfo

Test was verified on 10/8/2024