Summary for Test 2021-11-12-40-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215601
DEA: 024H3404
EFIS: 0218000109
DIST-CO-RTE-PM02-TRI-299-5.2/5.7
Award Date05/14/2021
Closeout Date05/02/2022
Work DescriptionINSTALL LEFT TURN LANE.
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date11/12/2021 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing12/02/2021 Sample typeDepartment Acceptance
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 byJ
Last name of sampler or witnessed byDELGADO Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia, CA
Transportation Laboratory (TL) Number695661 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser - Willowcreek
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-11-12-40
DIME Test ID: 2021-11-12-40-2
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: 2021-12-13

Test Results


Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/08/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.431 kPa
Phase Angle (δ) (for the 10 cycles): 58.8 degree
Complex Modulus (G*) (for the 10 measurements): 4.313 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 5.04 kPa
Stress Amplitude 2: 0.255 kPa
Phase Angle 2 (δ) (for the 10 cycles): 60.4 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 2.548 kPa
Test Temperature (Specimen 2): 70.0 C
Dynamic Shear 2, G*/sin(δ): 2.93 kPa
Delta at 2.2 kpa: 61.0 degree
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications RTFO

Test was verified on 12/13/2021 ✔