Summary for Test 2024-08-16-40-2

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 993279
DEA: 010E0904
EFIS: 0113000123
DIST-CO-RTE-PM01-MEN-20-33.3/34.4
Award Date05/06/2022
Closeout DateNot set
Work DescriptionCONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310)
Location DescriptionMENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144
QA Service Level1 (Verified on 10/04/2021)

Sample Information

Sample Taken Date08/16/2024 Sample Unique Key40
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 testing09/03/2024
Sample typeAcceptance A brief description of the sample1 can
The quantity of what the sample constitutes1 can binder From where was the sample collectedSource
First name of sampler or witnessed bypG 64-16 rubber binder Last name of sampler or witnessed byFelipe
Title of samplerDamian Telephone number of sampler
Laboratory sample identification24-167 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite HWY 175 Transportation Laboratory (TL) Number778436
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: 2024-08-16-40
DIME Test ID: 2024-08-16-40-2
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: 2024-09-05

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/05/2024
Unworked Penetration, Test 1: 35 0.1 mm
Unworked Penetration, Test 2: 37 0.1 mm
Unworked Penetration, Test 3: 34 0.1 mm
Unworked Penetration: 35 0.1 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2024