Summary for Test 2023-02-21-29-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date02/21/2023 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing02/24/2023 Sample typeQuality Assurance
A brief description of the sample1 binder can PSU The quantity of what the sample constitutes1 CAN
From where was the sample collectedSupplier First name of sampler or witnessed byCody
Last name of sampler or witnessed byCordero Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra San Rafael
Transportation Laboratory (TL) Number101367 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number3
Sublot number1 Tank number
Time of sample HMA SupplierDutra San Rafael
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: 2023-02-21-29
DIME Test ID: 2023-02-21-29-2
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: 2023-02-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 85.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.392 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.40 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 2/28/2023 ✔