Summary for Test 2022-07-20-60-3

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 Date07/20/2022 Sample Unique Key60
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 testing08/15/2022
Sample typeDepartment Acceptance A brief description of the sample1/2" Open Grade PG 64-28M
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byTullis Last name of sampler or witnessed byQC Tester
Title of samplerQC Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Transportation Laboratory (TL) Number037268
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number 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: 2022-07-20-60
DIME Test ID: 2022-07-20-60-3
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: 2022-08-19

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/17/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 13.498 kPa
Phase Angle (δ) (for the 10 cycles): 43.0 degree
Complex Modulus (G*) (for the 10 measurements): 1349.833 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 921 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/19/2022