Summary for Test 2023-07-27-85-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994998
DEA: 061E5704
EFIS: 0622000070
DIST-CO-RTE-PM06-FRE-145-26.1/34/1, 2.0/8.0
Award Date04/18/2023
Closeout Date02/26/2024
Work DescriptionCold plane asphalt concrete pavement and place RHMA.
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13
QA Service Level1 (Verified on 08/15/2023)

Sample Information

Sample Taken Date07/27/2023 Sample Unique Key85
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 testing08/11/2023
Sample typeDepartment Acceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byunknown Last name of sampler or witnessed byunknown
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga Transportation Laboratory (TL) Number027219
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified 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: 2023-07-27-85
DIME Test ID: 2023-07-27-85-1
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: 2023-08-18

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/17/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.387 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/18/2023