Summary for Test 2015-04-23-12-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 209676 DEA: 023E7904 EFIS: 0200020151 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-12.3/12.9 |
| Award Date | 09/24/2014 |
| Closeout Date | 11/29/2017 |
| Work Description | Collins Bar Sidehill Viaduct |
| Location Description | Trinity County |
| QA Service Level | 1 (Verified on 06/20/2014) |
Sample Information
| Sample Taken Date | 04/23/2015 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2015 | Sample type | Verification |
| A brief description of the sample | Fine | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Nicole |
| Last name of sampler or witnessed by | Mallory | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 15ASPH-0273 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | JF Shea |
| Transportation Laboratory (TL) Number | C847788B | 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | |
| 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: 2015-04-23-12
DIME Test ID: 2015-04-23-12-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2015-06-22
Test Results
What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 06/08/2015
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate: 0.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/22/2015 ✔