Summary for Test 2023-07-19-24-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994751
DEA: 010C5004
EFIS: 0112000292
DIST-CO-RTE-PM01-HUM-36-11.3/34.6
Award Date03/02/2023
Closeout DateNot set
Work DescriptionProject Name: Bridge Rail Replacement - 3 Bridges
Location DescriptionHely Creek, Little Larabee Creek and Butte Creek Bridge.
QA Service Level1 (Verified on 04/27/2023)

Sample Information

Sample Taken Date07/19/2023 Sample Unique Key24
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 testing07/21/2023
Sample typeDepartment Acceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 can From where was the sample collectedJob Site
First name of sampler or witnessed byJohn Last name of sampler or witnessed byAtturio
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number719341
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 SupplierMercer Fraser Fortuna Plant
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-19-24
DIME Test ID: 2023-07-19-24-3
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: 2023-07-27

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/27/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.507 kPa
Phase Angle (δ) (for the 10 cycles): 47.2 degree
Complex Modulus (G*) (for the 10 measurements): 3433.384 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2519 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/27/2023