Summary for Test 2024-09-23-67-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000165
DEA: 09392504
EFIS: 0923000029
DIST-CO-RTE-PM09-INY-395-R17.2/25.8
Award Date06/26/2024
Closeout Date12/02/2024
Work DescriptionHOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location DescriptionINYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date09/23/2024 Sample Unique Key67
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 testing10/02/2024
Sample typeQuality Assurance A brief description of the samplePG 58-34 M
The quantity of what the sample constitutes1 can From where was the sample collectedSupplier
First name of sampler or witnessed byDavid Last name of sampler or witnessed byHirnundez
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number992798
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-09-23-67
DIME Test ID: 2024-09-23-67-1
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: 2024-10-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/03/2024
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): 59.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.602 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/3/2024