Summary for Test 2022-12-13-46-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215023
DEA: 060U4704
EFIS: 0615000301
DIST-CO-RTE-PM06-KER,KIN-5-81.7/87.0,0.0/0.3
Award Date08/12/2020
Closeout Date06/27/2023
Work DescriptionCONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS.
Location DescriptionKERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date12/13/2022 Sample Unique Key46
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 testing02/07/2023
Sample typeDepartment Acceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byLitt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID1655466721
The fabricator/manufacturer/facility nameGranite Colinga Transportation Laboratory (TL) Number027834
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 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: 2022-12-13-46
DIME Test ID: 2022-12-13-46-3
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: 2023-02-10

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/08/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.222 kPa
Phase Angle (δ) (for the 10 cycles): 88.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.846 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.85 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 2/10/2023