Summary for Test 2020-05-20-37-4
Test performed: AASHTO T176-08Project 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 | 05/20/2020 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 05/21/2020 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 4 Buckets | From where was the sample collected | Source |
| First name of sampler or witnessed by | Plant | Last name of sampler or witnessed by | Technician |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 20-0096 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Graniterock - AR Wilson Quarry | Transportation Laboratory (TL) Number | |
| 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) | 91-35-0012::A.R. WILSON QUARRY |
|---|---|---|---|
| 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 | 3/4 inch |
| 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: 2020-05-20-37
DIME Test ID: 2020-05-20-37-4
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-07-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 06/23/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.5
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4.5
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 82
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2020 ✔