Summary for Test 2023-07-07-23-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994239
DEA: 010H0214
EFIS: 0118000107
DIST-CO-RTE-PM01-HUM-169-19.0/33.0
Award Date12/07/2022
Closeout DateNot set
Work DescriptionCappell Walls
Location DescriptionHUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A))
QA Service Level1 (Verified on 09/22/2022)

Sample Information

Sample Taken Date07/07/2023 Sample Unique Key23
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 testing07/12/2023
Sample typeDepartment Acceptance A brief description of the sample1/2" HMA JMF
The quantity of what the sample constitutes2 of 4 CAN From where was the sample collectedJob Site
First name of sampler or witnessed byTrena Last name of sampler or witnessed byFreitas
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWillows Creek Plant Transportation Laboratory (TL) Numberc972095
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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: 2023-07-07-23
DIME Test ID: 2023-07-07-23-1
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: 2023-07-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/14/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.702 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.71 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/20/2023