Summary for Test 2023-11-08-57-9

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 Date03/22/2023
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 Date11/08/2023 Sample Unique Key57
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 testing11/08/2023
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 ID
The fabricator/manufacturer/facility nameGranite Salinas Batch 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 number
Sublot number Tank number
Time of sample HMA SupplierGranite Salinas Batch
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-11-08-57
DIME Test ID: 2023-11-08-57-9
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: 2023-11-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 11/20/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.171 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.420 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.42 kPa
General comments (publicly viewable) (Max 1000 characters): og

Test was verified on 11/28/2023