Summary for Test 2023-09-23-27-1

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 Key27
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 testing10/25/2023
Sample typeAcceptance A brief description of the sample1 CAN
The quantity of what the sample constitutes3/4" HMA 24% RAP From where was the sample collectedJob Site
First name of sampler or witnessed byc Last name of sampler or witnessed byRogers
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number525049
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2023-09-23-27
DIME Test ID: 2023-09-23-27-1
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: 2023-10-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/26/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.318 kPa
Phase Angle (δ) (for the 10 cycles): 59.6 degree
Complex Modulus (G*) (for the 10 measurements): 2.638 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.06 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/27/2023