Summary for Test 2022-09-07-55-1

Test performed: ASTM D217-16

Project Information

Project IdentifiersProject ID: 993573
DEA: 061C5204
EFIS: 0621000173
DIST-CO-RTE-PM06-KIN-198-7.4/R9.4,R14.8/T21.6
Award Date04/19/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A).
Location DescriptionKINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date09/07/2022 Sample Unique Key55
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 testing09/12/2022
Sample typeAcceptance A brief description of the samplePG64-16 ARB
The quantity of what the sample constitutes2 CAN From where was the sample collectedSource
First name of sampler or witnessed byB Last name of sampler or witnessed byLatham
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga Transportation Laboratory (TL) Number039796
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: 2022-09-07-55
DIME Test ID: 2022-09-07-55-1
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: 2022-09-20

Test Results


Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/19/2022
Unworked Penetration, Test 1: 45 0.1 mm
Unworked Penetration, Test 2: 45 0.1 mm
Unworked Penetration, Test 3: 41 0.1 mm
Unworked Penetration: 44 0.1 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2022