Summary for Test 2023-04-19-15-5
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 04/19/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/20/2023 | Sample type | Verification |
| A brief description of the sample | 3/4" RHMA-G Stockpile Samples | The quantity of what the sample constitutes | 12 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | G3 |
| Last name of sampler or witnessed by | QC | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 2931 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0068 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpiles in Pit | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-19-15
DIME Test ID: 2023-04-19-15-5
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2023-04-20
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 04/20/2023
Weighted average percentage of fractured, coarse, 2 faced particles: 98.6 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/20/2023 ✔