Summary for Test 2022-08-11-45-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993587
DEA: 061C3704
EFIS: 0621000163
DIST-CO-RTE-PM06-FRE,TUL-180,245-108.0/110.8,0.0/9.0
Award Date04/21/2022
Closeout Date11/28/2022
Work DescriptionCOLD PLANE AC AND PLACE HMA (TYPE A).
Location DescriptionFRESNO AND TULARE COUNTIES ON ROUTE 180 FROM 0.1 MILE WEST OF ROUTE 245 TO 1.3 MILES EAST OF FRESNO COUNTY LINE AND ON ROUTE 245 FROM TULARE COUNTY LINE TO ?ROUTE 180
QA Service Level1 (Verified on 03/07/2022)

Sample Information

Sample Taken Date08/11/2022 Sample Unique Key45
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 testing08/17/2022
Sample typeDepartment Acceptance A brief description of the samplePG 64-28
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 ID
The fabricator/manufacturer/facility nameDeer Creek Rock and Asphalt, Porterville Transportation Laboratory (TL) Number039513
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeYes
Multigrade TypePG 64-28 / PG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-11-45
DIME Test ID: 2022-08-11-45-1
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: Adam Herrera
Date of test: 08/30/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.165 kPa
Phase Angle (δ) (for the 10 cycles): 78.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.378 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/2/2022