Summary for Test 2024-07-26-21-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993715
DEA: 010G1404
EFIS: 0116000129
DIST-CO-RTE-PM01-HUM-96,169-VAR
Award Date11/16/2022
Closeout DateNot set
Work DescriptionHUM 96-169 5 Bridges Rail Upgrade (Do not include in project name: STRUCTURAL STEEL, CONCRETE BARRIER, POLYESTER CONCRETE OVERLAY)
Location DescriptionHUMBOLDT COUNTY ON ROUTES 96 AND 169 AT VARIOUS LOCATIONS (Bridge Nos. 04-0215, 04-0059, 04-0063, 04-0225, 04-0061)
QA Service Level1 (Verified on 04/19/2022)

Sample Information

Sample Taken Date07/26/2024 Sample Unique Key21
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 testing07/30/2024
Sample typeAcceptance A brief description of the sample1 can PG 64-16 binder
The quantity of what the sample constitutes1 can binder From where was the sample collectedSource
First name of sampler or witnessed byKyle Last name of sampler or witnessed byCook
Title of samplerMaterial Tester Telephone number of sampler
Laboratory sample identification24-134 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Willow Crk Transportation Laboratory (TL) Number24-134
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: 2024-07-26-21
DIME Test ID: 2024-07-26-21-1
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: 2024-07-31

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 07/31/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.184 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/31/2024