Summary for Test 2016-05-09-8-4
Test performed: CTM 214-August 2010Project 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 | 05/09/2016 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2016 | Sample type | Annual Source Testing |
| A brief description of the sample | One half inch Washed Crushed Rock | The quantity of what the sample constitutes | 6 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Steve |
| Last name of sampler or witnessed by | Yturralde | Title of sampler | QC Tech |
| Telephone number of sampler | Unknown | Laboratory sample identification | 6162B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Vulcan Corona |
| Transportation Laboratory (TL) Number | C-16-104 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| 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 91 33 0027 |
|---|---|---|---|
| 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 | Vulcan Corona 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 | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-05-09-8
DIME Test ID: 2016-05-09-8-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-10-15
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 06/13/2016
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 1.8 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔