Summary for Test 2022-08-12-47-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993121
DEA: 032H62U4
EFIS: 0319000021
DIST-CO-RTE-PM03-NEV-20-25.6/39.8
Award Date02/08/2022
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location DescriptionNEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
QA Service Level1 (Verified on 07/26/2021)

Sample Information

Sample Taken Date08/12/2022 Sample Unique Key47
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 testing09/20/2022
Sample typeAcceptance A brief description of the sampleBinder
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byS Last name of sampler or witnessed byA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number803912
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number1
Sublot number8 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-12-47
DIME Test ID: 2022-08-12-47-1
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: 2022-09-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 09/23/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.208 kPa
Phase Angle (δ) (for the 10 cycles): 85.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.732 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.74 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/26/2022