Summary for Test 2024-08-01-76-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000024
DEA: 061G1204
EFIS: 0623000149
DIST-CO-RTE-PM06-KER-178-13.6/24.6
Award Date06/05/2024
Closeout Date01/31/2025
Work DescriptionHOT MIX ASPHALT, PRECOATED AGGREGATE AND ASPHALT-RUBBER BINDER.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD FROM 1.9 MILES EAST OF COTTONWOOD CREEK BRIDGE TO 2.0 MILES WEST OF DEMOCRAT ROAD
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date08/01/2024 Sample Unique Key76
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 testing08/07/2024
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 can asphalt binder From where was the sample collectedSupplier
First name of sampler or witnessed byQ Last name of sampler or witnessed byC
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) NumberC754493
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 number1
Sublot number2 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: 2024-08-01-76
DIME Test ID: 2024-08-01-76-1
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: 2024-08-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/13/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.157 kPa
Phase Angle (δ) (for the 10 cycles): 89.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.300 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.30 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 8/14/2024