Summary for Test 2022-07-19-71-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993112
DEA: 021H4704
EFIS: 0216000044
DIST-CO-RTE-PM02-TEH-5-36.3/41.6
Award Date10/06/2021
Closeout Date07/27/2023
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP.
Location DescriptionTEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date07/19/2022 Sample Unique Key71
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 testing08/01/2022
Sample typeDepartment Acceptance A brief description of the samplePG 58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byD
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Transportation Laboratory (TL) Number851757
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number1
Sublot number5 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-19-71
DIME Test ID: 2022-07-19-71-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-08-16

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/09/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.206 kPa
Phase Angle (δ) (for the 10 cycles): 66.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.720 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.88 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/16/2022