Summary for Test 2024-06-17-126-6
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 | 06/17/2024 | Sample Unique Key | 126 |
|---|---|---|---|
| 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 | 06/17/2024 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8 Aggregate |
| The quantity of what the sample constitutes | 5 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kreetha | Last name of sampler or witnessed by | Mekchai |
| Title of sampler | Telephone number of sampler | 6267645399 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Hi Grade Materials Littlerock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0026 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile under belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-17-126
DIME Test ID: 2024-06-17-126-6
Testing Lab: Hi Grade Materials
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2024-07-17
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Eric Doerschlag
Date of test: 06/17/2024
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): 0 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 0 grams
Mass of sample retained on the #4 sieve (before immersion): 0 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): 0.3
Test was verified on 7/17/2024 ✔