Summary for Test 2024-07-15-43-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000114
DEA: 060W8204
EFIS: 0617000304
DIST-CO-RTE-PM06-KIN-41-28.4/R40.1
Award Date05/22/2024
Closeout Date07/27/2026
Work DescriptionCOLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location DescriptionKINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date07/15/2024 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing07/19/2024 Sample typeAcceptance
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes2 cans of binder
From where was the sample collectedManufacturer First name of sampler or witnessed byJ
Last name of sampler or witnessed byCeraney Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc
Transportation Laboratory (TL) NumberC028082 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-07-15-43
DIME Test ID: 2024-07-15-43-3
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: 2024-07-26

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/26/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 52.865 kPa
Phase Angle (δ) (for the 10 cycles): 60.7 degree
Complex Modulus (G*) (for the 10 measurements): 5260.017 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4587 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/26/2024 ✔