Summary for Test 2023-07-05-23-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994209
DEA: 010E7904
EFIS: 0115000021
DIST-CO-RTE-PM01-HUM-254-4.2/4.2
Award Date12/13/2022
Closeout DateNot set
Work DescriptionProject Name: Fish Creek Bridge (Bridge No. 04-0317)
Location DescriptionHUMBOLDT COUNTY NEAR PHILLIPSVILLE AT 3.3 MILES NORTH OF OHMAN CREEK BRIDGE
QA Service Level1 (Verified on 09/09/2022)

Sample Information

Sample Taken Date07/05/2023 Sample Unique Key23
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 testing07/07/2023
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byBryan Last name of sampler or witnessed bySanderson
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePLANT A Transportation Laboratory (TL) Numberc 719339
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified 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: 2023-07-05-23
DIME Test ID: 2023-07-05-23-2
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: 2023-07-17

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/10/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.368 kPa
Phase Angle (δ) (for the 10 cycles): 80.5 degree
Complex Modulus (G*) (for the 10 measurements): 3.685 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.74 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 7/17/2023