Summary for Test 2022-04-04-16-5

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215721
DEA: 010K5704
EFIS: 0120000118
DIST-CO-RTE-PM01-HUM-36-40.5/45.7
Award Date06/04/2021
Closeout Date07/21/2022
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location DescriptionHUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
QA Service Level1 (Verified on 04/30/2021)

Sample Information

Sample Taken Date04/04/2022 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing04/08/2022 Sample typeDepartment Acceptance
A brief description of the sampleJMF verification sample The quantity of what the sample constitutes1of1
From where was the sample collectedSource First name of sampler or witnessed byjayce
Last name of sampler or witnessed by brown Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia
Transportation Laboratory (TL) Number724137 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 number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser
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: 2022-04-04-16
DIME Test ID: 2022-04-04-16-5
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: 2022-04-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/10/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.429 kPa
Phase Angle (δ) (for the 10 cycles): 80.6 degree
Complex Modulus (G*) (for the 10 measurements): 3.575 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.62 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG 2ND

Test was verified on 4/13/2022 ✔