Summary for Test 2024-06-05-12-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993468
DEA: 010C1104
EFIS: 0112000229
DIST-CO-RTE-PM01-HUM-101-60.4
Award Date03/17/2022
Closeout Date08/21/2025
Work DescriptionConstruct New Materials Lab
Location DescriptionHUMBOLDT COUNTY IN FORTUNA AT THE MATERIALS LABORATORY AT 1050 RIVER RANCH ROAD
QA Service Level1 (Verified on 12/28/2021)

Sample Information

Sample Taken Date06/05/2024 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing06/07/2024 Sample typeVerification
A brief description of the sample1 can PG 58-22 binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedSource First name of sampler or witnessed byBen
Last name of sampler or witnessed byReeves Title of samplerConsultant Tester
Telephone number of sampler Laboratory sample identification24-087
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser Plant B
Transportation Laboratory (TL) NumberC971764 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-06-05-12
DIME Test ID: 2024-06-05-12-3
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: 2024-06-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/11/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.867 kPa
Phase Angle (δ) (for the 10 cycles): 49.4 degree
Complex Modulus (G*) (for the 10 measurements): 3568.673 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2710 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 6/14/2024 ✔