Summary for Test 2022-08-04-15-4

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 Date08/04/2022 Sample Unique Key15
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 testing08/08/2022
Sample typeAcceptance 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 ID2022-08-04-13
The fabricator/manufacturer/facility nameGraniterock Aromas Batch plant 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 64-10
ModifiedNo Lot number1
Sublot number8 Tank number
Time of sample HMA SupplierGraniterock Aromas Batch Plant
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-04-15
DIME Test ID: 2022-08-04-15-4
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: 2022-08-19

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/18/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.358 kPa
Phase Angle (δ) (for the 10 cycles): 66.0 degree
Complex Modulus (G*) (for the 10 measurements): 4035.487 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3687 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/19/2022