Summary for Test 2023-08-16-59-2

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 994854
DEA: 061E5804
EFIS: 0622000071
DIST-CO-RTE-PM06-KER-43,46-9.0/15.7, 20.0/27.5
Award Date03/28/2023
Closeout Date11/16/2023
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR WASCO ON ROUTE 43 FROM 0.2 MILE SOUTH OF ROUTE 58 TO 0.5 MILE NORTH OF RIVERSIDE AVENUE AND ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 33 TO HOLLOWAY ROAD
Location DescriptionIn District 06 On Route 43, 46
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date08/16/2023 Sample Unique Key59
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 testing08/21/2023
Sample typeDepartment Acceptance A brief description of the sample1 Gal Can
The quantity of what the sample constitutes1 Gal Can From where was the sample collectedSource
First name of sampler or witnessed byS Last name of sampler or witnessed byFelix
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Pavement Systems Transportation Laboratory (TL) Number750998
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2023-08-16-59
DIME Test ID: 2023-08-16-59-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Test Release Date: 2023-08-23

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/23/2023
Unworked Penetration, Test 1: 44 0.1 mm
Unworked Penetration, Test 2: 40 0.1 mm
Unworked Penetration, Test 3: 40 0.1 mm
Unworked Penetration: 41 0.1 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/23/2023