Summary for Test 2022-05-18-41-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993234
DEA: 051H0004
EFIS: 0516000011
DIST-CO-RTE-PM05-MON-68-1.1/L4.3
Award Date10/26/2021
Closeout Date12/14/2023
Work DescriptionPLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date05/18/2022 Sample Unique Key41
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/23/2022
Sample typeDepartment Acceptance A brief description of the samplePG64-10 SJR
The quantity of what the sample constitutes1 Can From where was the sample collectedOther
First name of sampler or witnessed byJerrod Last name of sampler or witnessed byNaval
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2022-05-18-20
The fabricator/manufacturer/facility nameGraniterock Aromas Drum Plant Transportation Laboratory (TL) Number956425
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierGraniterock Aromas
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-18-41
DIME Test ID: 2022-05-18-41-1
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: 2022-06-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/25/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.158 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.320 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/22/2022