Summary for Test 2024-05-29-34-1

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 994857
DEA: 010H6104
EFIS: 0117000241
DIST-CO-RTE-PM01-HUM-36-13.5/R36.1
Award Date10/31/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location DescriptionHUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date05/29/2024 Sample Unique Key34
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 testing05/30/2024
Sample typeAcceptance A brief description of the sample1 can PG 64-16 binder
The quantity of what the sample constitutes1 can RUBBER BINDER From where was the sample collectedSource
First name of sampler or witnessed byBen Last name of sampler or witnessed byReeves
Title of samplerConsultant Tester Telephone number of sampler
Laboratory sample identification24-085 Linked DIME Sample ID2024-05-29-14
The fabricator/manufacturer/facility nameMercer Fraser Plant B Transportation Laboratory (TL) Number971763
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: 2024-05-29-34
DIME Test ID: 2024-05-29-34-1
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: 2024-06-03

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/03/2024
Unworked Penetration, Test 1: 35 0.1 mm
Unworked Penetration, Test 2: 32 0.1 mm
Unworked Penetration, Test 3: 36 0.1 mm
Unworked Penetration: 34 0.1 mm
General comments (publicly viewable) (Max 1000 characters): PENETRATION

Test was verified on 6/3/2024