Summary for Test 2020-10-07-47-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 10/07/2020 | Sample Unique Key | 47 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/09/2020 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | Split samples of 1", 3/8" & washed concrete sand |
| The quantity of what the sample constitutes | 10 5 gallon buckets of each material | From where was the sample collected | Source |
| First name of sampler or witnessed by | Shon | Last name of sampler or witnessed by | Flores |
| Title of sampler | Technical Services Technician | Telephone number of sampler | (949) 580-1802 |
| Laboratory sample identification | 1707511 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coast Aggregates, Big Rock | Transportation Laboratory (TL) Number | Twining Long Beach |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | N / A |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0054::BIG ROCK CREEK - LEBATA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Big Rock C33 Samples | The fabricator/manufacturer designation for the sample | Big Rock C33 Split Sample |
| The plant number | NA | A detailed description of where the material sample was collected | From stockpiles at source |
| Where the material sample would have been placed if not sampled | Loaded into Transportation Units | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | NA | Lot number | 1 |
| Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-07-47
DIME Test ID: 2020-10-07-47-1
Testing Lab: Coast Aggregates
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2021-09-20
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Brandon Agles
Date of test: 10/20/2020
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: 0.6 %
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: 0.6 %
Weighted Average Percent Loss of Coarse Aggregate: 0.2 %
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 9/20/2021 ✔