Summary for Test 2022-05-17-62-1

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 993523
DEA: 051N6604
EFIS: 0521000075
DIST-CO-RTE-PM05-SCR-35-3.5/7.7
Award Date03/10/2022
Closeout Date10/20/2022
Work DescriptionCOLD PLANE EXISTING ROADWAY AND PLACE RHMA-G OVERLAY.
Location DescriptionSANTA CRUZ COUNTY NEAR LEXINGTON HILLS FROM BEAR CREEK ROAD TO SANTA CLARA COUNTY LINE
QA Service Level1 (Verified on 02/16/2022)

Sample Information

Sample Taken Date05/17/2022 Sample Unique Key62
Date that the sample was received by the laboratory/organization performing the testing05/31/2022 Sample typeDepartment Acceptance
A brief description of the sampleBINDER The quantity of what the sample constitutes1 CAN
From where was the sample collectedOther First name of sampler or witnessed byA
Last name of sampler or witnessed byJ Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameA.R. WILSON QUARRY
Transportation Laboratory (TL) NumberC748989 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 number1
Sublot number2 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-17-62
DIME Test ID: 2022-05-17-62-1
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: 2022-08-03

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/03/2022
Unworked Penetration, Test 1: 33 0.1 mm
Unworked Penetration, Test 2: 32 0.1 mm
Unworked Penetration, Test 3: 31 0.1 mm
Unworked Penetration: 32 0.1 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/3/2022 ✔