Summary for Test 2022-09-22-78-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215777
DEA: 032H6304
EFIS: 0317000166
DIST-CO-RTE-PM03-BUT-162-18.4/19.9
Award Date08/04/2021
Closeout Date02/22/2024
Work DescriptionPLACE RUBBERIZED HMA AND ROADWAY EXCAVATION.
Location DescriptionBUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE
QA Service Level1 (Verified on 06/01/2021)

Sample Information

Sample Taken Date09/22/2022 Sample Unique Key78
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 testing11/09/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A (SP)
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedJob Site
First name of sampler or witnessed byQ Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number803987
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-09-22-78
DIME Test ID: 2022-09-22-78-1
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: 2022-11-17

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/16/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.202 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.683 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.69 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2022