Summary for Test 2023-11-03-17-12

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994166
DEA: 051H8104
EFIS: 0516000164
DIST-CO-RTE-PM05-SBT-25-18.8/19.2
Award DateNot set
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, HMA, CULVERTS AND SIGNAL SYSTEM.
Location DescriptionSAN BENITO COUNTY ABOUT 32 MILES SOUTH OF HOLLISTER FROM 0.8 MILE NORTH OF SAN BENITO LATERAL TO 2 MILES SOUTH OF ROUTE 146
QA Service Level1 (Verified on 08/17/2022)

Sample Information

Sample Taken Date11/03/2023 Sample Unique Key17
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 testing11/07/2023
Sample typeQuality Assurance A brief description of the samplePG64-16 SJR
The quantity of what the sample constitutes1 Can From where was the sample collectedOther
First name of sampler or witnessed byNick Last name of sampler or witnessed byLuna
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga 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 64-16
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierGranite Coalinga HMA Plant
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number2708

Test Details

DIME Sample ID: 2023-11-03-17
DIME Test ID: 2023-11-03-17-12
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: 2023-11-15

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 11/15/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.323 kPa
Phase Angle (δ) (for the 10 cycles): 63.2 degree
Complex Modulus (G*) (for the 10 measurements): 4012.050 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3581 kPa
General comments (publicly viewable) (Max 1000 characters): PAV +3

Test was verified on 11/15/2023