Summary for Test 2020-05-15-23-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/15/2020 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Quality Control |
| A brief description of the sample | 3/8 bin 60% | The quantity of what the sample constitutes | 3 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Drake |
| Last name of sampler or witnessed by | Gustafson | Title of sampler | |
| Telephone number of sampler | 7148802516 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rjnobleco | |
| 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| 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 | shoot | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2020-05-15-23
DIME Test ID: 2020-05-15-23-1
Testing Lab: RJ Noble Company
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-07-03
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Drake Gustafson
Date of test: 06/19/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 28 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
| 1.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2020 ✔