Summary for Test 2018-05-11-14-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 211705 DEA: 024G3804 EFIS: 0214000006 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-0.0/8.3 |
| Award Date | 11/30/2016 |
| Closeout Date | 01/02/2019 |
| Work Description | PLACE RUBBERIZED HOT MIX ASPHALT, GUARDRAIL, AND SOME DRAINAGE |
| Location Description | TRINITY COUNTY AT AND NEAR SALYER FROM HUMBOLDT COUNTY LINE TO 0.6 MILE EAST OF GRAY CREEK ROAD |
| QA Service Level | 1 (Verified on 10/25/2017) |
Sample Information
| Sample Taken Date | 05/11/2018 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2018 | Sample type | Verification |
| A brief description of the sample | Sized Untreated Aggregate | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dave |
| Last name of sampler or witnessed by | Lockett | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | D77362 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Mercer Fraser Company, Willow Creek Plant |
| Transportation Laboratory (TL) Number | 002135 | Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-06-S1 |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-12-0007::WILLOW CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 17-1006.112G |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-batched from untreated stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 18-06-S1 | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-11-14
DIME Test ID: 2018-05-11-14-5
Testing Lab: CT D02 - Redding Northern Regional 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: 2018-08-30
Test Results
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 06/18/2018
Grading designation: C
Percent loss after 100 revolutions: 5 %
Percent loss after 500 revolutions: 20 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2018 ✔