Summary for Test 2019-12-06-21-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
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DIST-CO-RTE-PM | 04-SON-- |
Award Date | 08/08/2019 |
Closeout Date | 02/16/2024 |
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 | 21 |
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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 | 02/14/2020 |
Sample type | Annual Source Testing | A brief description of the sample | 1/2 x 4 PCC Aggregate |
The quantity of what the sample constitutes | 6 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-PCCC-0033 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Canyon Rock - Forestville | Transportation Laboratory (TL) Number | C870044 |
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. |
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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 | Stockpile |
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 | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-12-06-21
DIME Test ID: 2019-12-06-21-1
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: 2020-04-09
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: RK/JH
Date of test: 04/01/2020
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.0 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 0.0 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.0 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.0 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0.0 %
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0.0 %
Percentage Loss of material retained on 3/4 in. through #4 sieve: 0.0 %
Weighted Average Percent Loss of Coarse Aggregate: 1.8 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): 0.0 %
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): 0.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2020 ✔