Summary for Test 2023-03-16-6-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994212
DEA: 010E0104
EFIS: 0113000090
DIST-CO-RTE-PM01-HUM-36-0.1/1.65
Award Date12/07/2022
Closeout DateNot set
Work DescriptionAlton 015 Shoulder Widening
Location DescriptionHUMBOLDT COUNTY NEAR ALTON FROM 0.1 MILE EAST OF ROUTE 36/101 SEPARATION TO 1.7 MILES EAST OF ROUTE 36/101 SEPARATION
QA Service Level1 (Verified on 09/09/2022)

Sample Information

Sample Taken Date03/16/2023 Sample Unique Key6
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 testing03/20/2023
Sample typeDepartment Acceptance A brief description of the samplebinder sample JMF
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byjayce Last name of sampler or witnessed byBrown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number000000
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 SupplierMercer Fraser Fortuna Plant
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-03-16-6
DIME Test ID: 2023-03-16-6-3
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: 2023-03-21

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/20/2023
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): 82.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.025 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.04 kPa
General comments (publicly viewable) (Max 1000 characters): OG - tested at 64C for information only

Test was verified on 3/21/2023