Summary for Test 2023-09-29-30-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994845
DEA: 061E6104
EFIS: 0622000068
DIST-CO-RTE-PM06-TUL-63-2.0/4.0
Award Date04/06/2023
Closeout Date02/26/2024
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264
Location DescriptionIn District 06 On Route 63
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date09/29/2023 Sample Unique Key30
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 testing10/04/2023
Sample typeDepartment Acceptance A brief description of the samplePG70-10
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byjeff Last name of sampler or witnessed byL
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) Number00000
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2023-09-29-30
DIME Test ID: 2023-09-29-30-1
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: 2023-10-18

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 10/05/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.161 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.332 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/18/2023