Summary for Test 2023-09-23-28-1

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 Date06/19/2025
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 Key28
Date that the sample was received by the laboratory/organization performing the testing10/25/2023 Sample typeDepartment Acceptance
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) Number825050 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-09-23-28
DIME Test ID: 2023-09-23-28-1
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: 2023-10-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.324 kPa
Phase Angle (δ) (for the 10 cycles): 59.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.691 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.13 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/30/2023 ✔