Summary for Test 2014-04-16-9302503-5
Test performed: CTM 227-June 2012Project Information
| Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-2.4/4.0 |
| Award Date | 08/14/2012 |
| Closeout Date | 02/20/2020 |
| Work Description | Widen and Realign Freeway and Construct Ped OC, OC and UC Structures. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 11/26/2012) |
Sample Information
| Sample Taken Date | 04/16/2014 | Sample Unique Key | 9302503 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/18/2014 | Sample type | Annual Source Testing |
| A brief description of the sample | 3/8 Rock | The quantity of what the sample constitutes | 6 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Not set |
| Telephone number of sampler | Not set | Laboratory sample identification | 4127B |
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | Vulcan Materials Company - San Bernardino |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| 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) | SMARA No. 91-36-0012 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | 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: 2014-04-16-9302503
DIME Test ID: 2014-04-16-9302503-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 227-June 2012: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2015-02-20
Test Results
Describe the gradation of the aggregate:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 05/07/2014
Cleanness value (11/2 in. maximum aggregate mix): 94
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔