Summary for Test 2024-10-09-34-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993231
DEA: 010B5304
EFIS: 0114000035
DIST-CO-RTE-PM01-MEN-162-11.5/11.8
Award Date11/08/2021
Closeout DateNot set
Work DescriptionRodeo Creek Slide II
Location DescriptionMENDOCINO COUNTY NEAR DOS RIOS FROM 1.5 MILES TO 1.7 MILES EAST OF RODEO CREEK BRIDGE
QA Service Level1 (Verified on 09/30/2021)

Sample Information

Sample Taken Date10/09/2024 Sample Unique Key34
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 testing10/10/2024
Sample typeAcceptance A brief description of the sample58-22
The quantity of what the sample constitutesi can of bnder From where was the sample collectedSource
First name of sampler or witnessed byt Last name of sampler or witnessed bythorpe
Title of samplertester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namefortuna plant b Transportation Laboratory (TL) Number876499
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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-10-09-34
DIME Test ID: 2024-10-09-34-1
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: 2024-10-16

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/15/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.157 kPa
Phase Angle (δ) (for the 10 cycles): 87.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.300 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.30 kPa
General comments (publicly viewable) (Max 1000 characters): og

Test was verified on 10/16/2024