Summary for Test 2016-05-25-10-4
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 209732 DEA: 072881U4 EFIS: 0714000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R16.1/R25.8 |
| Award Date | 02/06/2015 |
| Closeout Date | 02/18/2020 |
| Work Description | CONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS. |
| Location Description | LOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 11/04/2014) |
Sample Information
| Sample Taken Date | 05/25/2016 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 05/25/2016 |
| Sample type | Annual Source Testing | A brief description of the sample | Three Eighths Inch Rock |
| The quantity of what the sample constitutes | 4 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 | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Lab No 6196B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Holliday Rock Palmdale | Transportation Laboratory (TL) Number | Unknown |
| 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 0001 |
|---|---|---|---|
| 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 | 3/8 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-05-25-10
DIME Test ID: 2016-05-25-10-4
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: 06/22/2016
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 10/15/2019 ✔