Summary for Test 2021-06-20-8-4

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 214175
DEA: 030H4804
EFIS: 0315000198
DIST-CO-RTE-PM03-SAC-99-0.1/1.6,11.8/21.6
Award Date08/20/2019
Closeout Date08/11/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date06/20/2021 Sample Unique Key8
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 testing06/29/2021
Sample typeAcceptance A brief description of the sampleRubberized PG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJacob Last name of sampler or witnessed byGregory
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) Numberc764909
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: 2021-06-20-8
DIME Test ID: 2021-06-20-8-4
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: 2021-07-01

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/01/2021
Unworked Penetration, Test 1: 29 0.1 mm
Unworked Penetration, Test 2: 29 0.1 mm
Unworked Penetration, Test 3: 30 0.1 mm
Unworked Penetration: 29 0.1 mm
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard specifications

Test was verified on 7/1/2021