Summary for Test 2020-10-07-43-1
Test performed: ASTM C88-5Project 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 | 43 |
|---|---|---|---|
| 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 | |
| Bid Item | Not set |
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 | 1 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: 2020-10-07-43
DIME Test ID: 2020-10-07-43-1
Testing Lab: Coast Aggregates
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium 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
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Mass of sample retained on the 3.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/4 in. sieve (before immersion): 60.12 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 461.42 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 331.02 grams
Mass of sample retained on the #4 sieve (before immersion): 21.14 grams
Percent loss from sample retained on the 3.5 in. sieve: 0 %
Percent loss from sample retained on the 3.0 in. sieve: 0 %
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve: 0 %
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve: 0 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve: 0 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve: 0 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 0 %
Percent of split particles between 3/4 in and 1 1/2 in.: 0 %
Percent of crumbled particles between 3/4 in and 1 1/2 in.: 0 %
Percent of cracked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of flaked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of split particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of split particles between 2 1/2 in and 3 in.: 0 %
Percent of crumbled particles between 2 1/2 in and 3 in.: 0 %
Percent of cracked particles between 2 1/2 in and 3 in.: 0 %
Percent of flaked particles between 2 1/2 in and 3 in.: 0 %
Percent of split particles between 3 in and 3 1/2 in.: 0 %
Percent of crumbled particles between 3 in and 3 1/2 in.: 0 %
Percent of cracked particles between 3 in and 3 1/2 in.: 0 %
Percent of flaked particles between 3 in and 3 1/2 in.: 0 %
Percent of split particles between 3 1/2 in and 4 in.: 0 %
Percent of crumbled particles between 3 1/2 in and 4 in.: 0 %
Percent of cracked particles between 3 1/2 in and 4 in.: 0 %
Percent of flaked particles between 3 1/2 in and 4 in.: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2021 ✔