Summary for Test 2024-09-09-78-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993119
DEA: 021J7104
EFIS: 0220000120
DIST-CO-RTE-PM02-TRI-3-29.77/L30.88
Award Date06/06/2024
Closeout Date11/27/2024
Work DescriptionTRINITY 3 PAVEMENT AND DRAINAGE
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key78
Date that the sample was received by the laboratory/organization performing the testing09/16/2024 Sample typeProduction Start-Up
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1 of 2 cans
From where was the sample collectedSupplier First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Northstate Asphalt
Transportation Laboratory (TL) NumberC848628 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 SupplierTullis North State
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: 2024-09-09-78
DIME Test ID: 2024-09-09-78-2
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: 2024-09-25

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/23/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.457 kPa
Phase Angle (δ) (for the 10 cycles): 82.7 degree
Complex Modulus (G*) (for the 10 measurements): 4.543 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 4.58 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/25/2024 ✔