Summary for Test 2022-08-19-43-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993386
DEA: 060R1904
EFIS: 0614000057
COOP: 061783
DIST-CO-RTE-PM06-KER-184,223-L0.0/L0.3,R15.7/R16.3
Award Date01/25/2022
Closeout Date04/08/2024
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS.
Location DescriptionKERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184
QA Service Level1 (Verified on 11/15/2021)

Sample Information

Sample Taken Date08/19/2022 Sample Unique Key43
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 testing08/26/2022
Sample typeAcceptance A brief description of the samplePG 64-10
The quantity of what the sample constitutes2 Cans From where was the sample collectedJob Site
First name of sampler or witnessed bySee TL101 Last name of sampler or witnessed bySee TL101
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNone given Transportation Laboratory (TL) Number773892
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
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 NumberNot set

Test Details

DIME Sample ID: 2022-08-19-43
DIME Test ID: 2022-08-19-43-1
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: 2022-09-02

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/01/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.369 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/2/2022