Summary for Test 2024-09-08-31-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994084
DEA: 060U8804
EFIS: 0616000074
DIST-CO-RTE-PM06-TUL-99-26.3/27.6
Award Date01/23/2023
Closeout DateNot set
Work DescriptionCONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location DescriptionON STATE ROUTE 99
QA Service Level1 (Verified on 03/13/2023)

Sample Information

Sample Taken Date09/08/2024 Sample Unique Key31
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 samplei can pg 70-10
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed bynick Last name of sampler or witnessed byg
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) Number771937
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

Test Details

DIME Sample ID: 2024-09-08-31
DIME Test ID: 2024-09-08-31-1
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: 2024-09-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/25/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.152 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.259 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/27/2024