Summary for Test 2023-04-18-67-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994078
DEA: 060X7604
EFIS: 0618000129
DIST-CO-RTE-PM06-KER-119-0.2/0.6
Award Date09/26/2022
Closeout Date04/08/2024
Work DescriptionINSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location DescriptionKERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
QA Service Level1 (Verified on 07/11/2022)

Sample Information

Sample Taken Date04/18/2023 Sample Unique Key67
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 testing04/25/2023
Sample typeDepartment Acceptance A brief description of the sampleAsphalt binder
The quantity of what the sample constitutes1 can of binder From where was the sample collectedManufacturer
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byPeredes
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
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: 2023-04-18-67
DIME Test ID: 2023-04-18-67-1
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: 2023-04-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.273 kPa
Phase Angle (δ) (for the 10 cycles): 88.5 degree
Complex Modulus (G*) (for the 10 measurements): 2.272 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.27 kPa
General comments (publicly viewable) (Max 1000 characters): Origianl

Test was verified on 4/28/2023