Test 2019-03-08-18-6 (CTM 227-December 2014) Summary
Project Information
Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 | ||
---|---|---|---|
DIST-CO-RTE-PM | 59--- | ||
Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. | ||
Location Description | Not set |
Sample Information
Sample Taken Date | 3/8/2019 | Sample Unique Key | 18 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Aggregate Prequalification Program | A brief description of the sample | Washed 1 x #4 Crushed Rock |
The quantity of what the sample constitutes | 160 lbs | From where was the sample collected | Source |
First name of sampler or witnessed by | Tyler | Last name of sampler or witnessed by | Lavorci |
Title of sampler | QC Technician | Laboratory sample identification | |
The fabricator/manufacturer/facility name | Azusa Fish Canyon | 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 or name of Pit) | 91-19-0035::FISH CANYON QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Washed 1 x 4 Aggregate | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2019-03-08-18
DIME Test ID: 2019-03-08-18-6
Testing Lab: Vulcan Materials Company - Irwindale
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2019-10-01
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Manolito Limos
Date of test: 04/04/2019
Cleanness value (11/2 in. maximum aggregate mix):91
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/01/2019 ✔