Summary for Test 2024-06-20-96-1

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 Date01/09/2026
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 Date06/20/2024 Sample Unique Key96
Date that the sample was received by the laboratory/organization performing the testing06/24/2024 Sample typeAcceptance
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1 can of binder
From where was the sample collectedJob Site 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 Juaquin Refining Co.
Transportation Laboratory (TL) NumberC753613 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-06-20-96
DIME Test ID: 2024-06-20-96-1
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: 2024-06-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/26/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.248 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.25 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 6/28/2024 ✔