Summary for Test 2019-12-06-22-2
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 12/06/2019 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 02/14/2020 |
| Sample type | Annual Source Testing | A brief description of the sample | PCC Sand |
| The quantity of what the sample constitutes | 3 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Rohos |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 20-PCCF-0034 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Canyon Rock - Forestville | Transportation Laboratory (TL) Number | C870045 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0004::CANYON ROCK CO., INC. |
|---|---|---|---|
| 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 | fine |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-12-06-22
DIME Test ID: 2019-12-06-22-2
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: 2020-04-17
Test Results
What size aggregate is being tested?: Fine Aggregate
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 04/17/2020
Mass of material retained on #8 sieve before immersion: 109 grams
Mass of material retained on #16 sieve before immersion: 103 grams
Mass of material retained on #30 sieve before immersion: 107 grams
Mass of material retained on #50 sieve before immersion: 108 grams
Mass of material retained on #100 sieve before immersion: 104 grams
Mass of material retained on #16 sieve after immersion: 108 grams
Mass of material retained on #30 sieve after immersion: 101 grams
Mass of material retained on #50 sieve after immersion: 106 grams
Mass of material retained on #100 sieve after immersion: 107 grams
Mass of material retained on #200 sieve after immersion: 95 grams
Percentage Loss of material retained on #8 sieve: 0.9 %
Percentage Loss of material retained on #16 sieve: 1.9 %
Percentage Loss of material retained on #30 sieve: 0.9 %
Percentage Loss of material retained on #50 sieve: 0.9 %
Percentage Loss of material retained on #100 sieve: 8.7 %
Weighted Average Percent Loss of Fine Aggregate: 2.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2020 ✔