Summary for Test 2022-06-14-9-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993955
DEA: 032J7304
EFIS: 0322000094
DIST-CO-RTE-PM03-ED-50,89-63.8/71.0, 6.0/8.0
Award Date09/21/2021
Closeout DateNot set
Work DescriptionHazard tree/debris removal; rockfall mitigation; replace/clean culverts, catch basins, ditches, debris racks; replace guardrail, pavement, delineation, cannon line; traffic control; erosion control; incidental work.
Location DescriptionNot set
QA Service Level1 (Verified on 06/27/2022)

Sample Information

Sample Taken Date06/14/2022 Sample Unique Key9
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 testing06/15/2022
Sample typeAcceptance A brief description of the samplePG 64-28 Binder
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byE Last name of sampler or witnessed byChavez
Title of samplerMATLS Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPNAC LLC - Fernley NV MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-14-9
DIME Test ID: 2022-06-14-9-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-06

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/28/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.153 kPa
Phase Angle (δ) (for the 10 cycles): 82.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.272 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.28 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG

Test was verified on 7/6/2022