Summary for Test 2020-03-23-4-2
Test performed: AASHTO T96-02r10Project Information
Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
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DIST-CO-RTE-PM | 05-MON-68-1.6/L4.1 |
Award Date | 02/19/2019 |
Closeout Date | 08/23/2021 |
Work Description | SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL. |
Location Description | MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING |
QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
Sample Taken Date | 03/23/2020 | Sample Unique Key | 4 |
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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 | 03/25/2020 |
Sample type | Verification | A brief description of the sample | Bags and Cans |
The quantity of what the sample constitutes | One OGFC JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Salinas | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-27-0028::HANDLEY RANCH QUARRY |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | At the Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-23-4
DIME Test ID: 2020-03-23-4-2
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2020-04-09
Test Results
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/02/2020
Grading designation: C
Percent loss after 100 revolutions: 7 %
Percent loss after 500 revolutions: 30 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2020 ✔