Summary for Test 2022-07-25-74-1

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 993623
DEA: 022J3704
EFIS: 0221000071
DIST-CO-RTE-PM02-SHA-299-50.5/56.5,93.5/99.3
Award Date04/29/2022
Closeout Date10/06/2022
Work DescriptionASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA.
Location DescriptionSHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE
QA Service Level1 (Verified on 03/18/2022)

Sample Information

Sample Taken Date07/25/2022 Sample Unique Key74
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 testing08/22/2022
Sample typeDepartment Acceptance A brief description of the samplefor chip seal acceptance
The quantity of what the sample constitutes1 can of Asphalt Rubber Binder From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byDeLeon
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina and American Pavement Systems Transportation Laboratory (TL) Number866057
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 NumberNot set

Test Details

DIME Sample ID: 2022-07-25-74
DIME Test ID: 2022-07-25-74-1
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: 2022-09-26

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/23/2022
Unworked Penetration, Test 1: 50 0.1 mm
Unworked Penetration, Test 2: 50 0.1 mm
Unworked Penetration, Test 3: 49 0.1 mm
Unworked Penetration: 50 0.1 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2022