Summary for Test 2023-09-25-46-4

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995087
DEA: 051P5904
EFIS: 0522000086
DIST-CO-RTE-PM05-SCR-1-0.0/5.0
Award DateNot set
Closeout DateNot set
Work DescriptionCold plane, RHMA-G
Location DescriptionWatsonville area, County line to Scenic pullout
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date09/25/2023 Sample Unique Key46
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 testing09/28/2023
Sample typeQuality Assurance 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 byMARCO Last name of sampler or witnessed byMONTIEL
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2023-09-25-34
The fabricator/manufacturer/facility nameGranit Salinas 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 number1 Tank number
Time of sample HMA SupplierGranite Salinas Batch Plant
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number20_1580

Test Details

DIME Sample ID: 2023-09-25-46
DIME Test ID: 2023-09-25-46-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-04

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/03/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 44.434 kPa
Phase Angle (δ) (for the 10 cycles): 64.7 degree
Complex Modulus (G*) (for the 10 measurements): 4421.103 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3997 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/4/2023