Summary for Test 2023-11-21-50-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994820
DEA: 060V1104
EFIS: 0616000208
DIST-CO-RTE-PM06-FRE,KIN-5,41,198-Var
Award Date08/31/2023
Closeout DateNot set
Work DescriptionSTRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location DescriptionFRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/20/2023)

Sample Information

Sample Taken Date11/21/2023 Sample Unique Key50
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 testing12/13/2023
Sample typeDepartment Acceptance A brief description of the sampleAsphalt Binder PG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byAmple Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Colinga Transportation Laboratory (TL) NumberC027059
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number32001
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number2187

Test Details

DIME Sample ID: 2023-11-21-50
DIME Test ID: 2023-11-21-50-1
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: 2023-12-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 12/14/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.193 kPa
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.603 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.60 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 12/14/2023