Summary for Test 2020-03-23-4-2
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
|---|---|
| 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 |
|---|---|---|---|
| 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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔