Summary for Test 2022-08-07-12-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Award Date01/29/2020
Closeout Date11/22/2023
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
QA Service Level1 (Verified on 11/13/2019)

Sample Information

Sample Taken Date08/07/2022 Sample Unique Key12
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 testing08/24/2022
Sample typeAcceptance A brief description of the sample58-34m
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed by_ Last name of sampler or witnessed byThorpe
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser - Fortuna Plant A Transportation Laboratory (TL) Number972494
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 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: 2022-08-07-12
DIME Test ID: 2022-08-07-12-1
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: 2022-09-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 09/08/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.243 kPa
Phase Angle (δ) (for the 10 cycles): 68.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.024 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.18 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/13/2022