Summary for Test 2024-09-18-62-1

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 Date09/18/2024 Sample Unique Key62
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 testing09/23/2024
Sample typeAcceptance A brief description of the sample70-10
The quantity of what the sample constitutesi can of binder From where was the sample collectedSource
First name of sampler or witnessed bygriffith Last name of sampler or witnessed by.
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) 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 70-10
Modified 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: 2024-09-18-62
DIME Test ID: 2024-09-18-62-1
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: 2024-09-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/24/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.147 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.219 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): og

Test was verified on 9/24/2024