Summary for Test 2023-09-23-23-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993773
DEA: 021H5004
EFIS: 0216000045
DIST-CO-RTE-PM02-TRI-3,299-VAR
Award Date11/14/2022
Closeout DateNot set
Work DescriptionSTRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location DescriptionTRINITY COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/25/2022)

Sample Information

Sample Taken Date09/23/2023 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 testing10/11/2023
Sample typeAcceptance A brief description of the sample3/4 HMA 24% RAP
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byYoung
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJob Site Transportation Laboratory (TL) Number857917
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameMule Creek

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes 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: 2023-09-23-23
DIME Test ID: 2023-09-23-23-3
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: 2023-10-30

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 10/25/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 10.344 kPa
Phase Angle (δ) (for the 10 cycles): 47.7 degree
Complex Modulus (G*) (for the 10 measurements): 1029.661 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 762 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/30/2023