Summary for Test 2022-09-06-25-1
Test performed: ASTM D217-16Project Information
Project Identifiers | Project ID: 993573 DEA: 061C5204 EFIS: 0621000173 |
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DIST-CO-RTE-PM | 06-KIN-198-7.4/R9.4,R14.8/T21.6 |
Award Date | 04/19/2022 |
Closeout Date | Not set |
Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A). |
Location Description | KINGS 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 Level | 1 (Verified on 02/22/2022) |
Sample Information
Sample Taken Date | 09/06/2022 | Sample Unique Key | 25 |
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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 testing | 09/12/2022 |
Sample type | Acceptance | A brief description of the sample | PG64-16 ARB |
The quantity of what the sample constitutes | 2 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Latham |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | 026893 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-06-25
DIME Test ID: 2022-09-06-25-1
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: 09/18/2022
Unworked Penetration, Test 1: 53 0.1 mm
Unworked Penetration, Test 2: 55 0.1 mm
Unworked Penetration, Test 3: 55 0.1 mm
Unworked Penetration: 54 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2022 ✔