Summary for Test 2016-02-17-4-4
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
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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 | 02/17/2016 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/19/2016 |
Sample type | Annual Source Testing | A brief description of the sample | One and a half inch PCC Aggregates |
The quantity of what the sample constitutes | 10 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Bong | Last name of sampler or witnessed by | Limos |
Title of sampler | QC Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | 6072B | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Vulcan Materials Durbin | Transportation Laboratory (TL) Number | C 16 98 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91 19 0023 |
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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 | Stockpiles |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1-1/2 inch |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2016-02-17-4
DIME Test ID: 2016-02-17-4-4
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: 2016-04-21
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 03/15/2016
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: 2.1 %
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 4/21/2016 ✔