Summary for Test 2023-11-10-65-1

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 994751
DEA: 010C5004
EFIS: 0112000292
DIST-CO-RTE-PM01-HUM-36-11.3/34.6
Award Date03/02/2023
Closeout DateNot set
Work DescriptionProject Name: Bridge Rail Replacement - 3 Bridges
Location DescriptionHely Creek, Little Larabee Creek and Butte Creek Bridge.
QA Service Level1 (Verified on 04/27/2023)

Sample Information

Sample Taken Date11/10/2023 Sample Unique Key65
Date that the sample was received by the laboratory/organization performing the testing12/22/2023 Sample typeVerification
A brief description of the sample1/2" RHMA-G - Paving The quantity of what the sample constitutes1 can RHMA
From where was the sample collectedSupplier First name of sampler or witnessed byJohn
Last name of sampler or witnessed byAtturo Title of samplerPlant QC
Telephone number of sampler Laboratory sample identification23-339
Linked DIME Sample ID2023-11-10-63 The fabricator/manufacturer/facility nameMercer Fraser Boyd Road
Transportation Laboratory (TL) Number930385 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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: 2023-11-10-65
DIME Test ID: 2023-11-10-65-1
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: 2023-12-28

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 12/27/2023
Unworked Penetration, Test 1: 40 0.1 mm
Unworked Penetration, Test 2: 35 0.1 mm
Unworked Penetration, Test 3: 36 0.1 mm
Unworked Penetration: 37 0.1 mm
General comments (publicly viewable) (Max 1000 characters): Penetration

Test was verified on 12/28/2023 ✔