Summary for Test 2020-11-24-27-9
Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project 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 | 11/24/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 11/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" Aggregate for JMF Verification |
| The quantity of what the sample constitutes | 2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Zuniga |
| Title of sampler | TET | Telephone number of sampler | 4084215620 |
| Laboratory sample identification | 20-JMFPP-0228 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Syar Industries | Transportation Laboratory (TL) Number | 911412 |
| 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) | 91-48-0002::LAKE HERMAN QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | Batch plant bins | |
| The plant number | A detailed description of where the material sample was collected | Cold feeds | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-11-24-27
DIME Test ID: 2020-11-24-27-9
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-01-08
Test Results
What type of gradation is being tested?: HMA 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: Leif Ayres
Date of test: 01/06/2021
Cumulative percent passing the 1 1/2 in. sieve: 85 %
Cumulative percent passing the 1 in. sieve: 85 %
Cumulative percent passing the 3/4 in. sieve: 83.5 %
Cumulative percent passing the 1/2 in. sieve: 67.4 %
Cumulative percent passing the 3/8 in. sieve: 58.9 %
Cumulative percent passing the #4 sieve: 39.9 %
Cumulative percent passing the #8 sieve: 26.8 %
Cumulative percent passing the #16 sieve: 17.1 %
Cumulative percent passing the #30 sieve: 12.4 %
Cumulative percent passing the #50 sieve: 8.7 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Gradation from 4 bins. Bin 1 @ 30%, Bin 2 @ 18%, Bin 3 @ 18% and Bin 4 @ 17%. And 2% Mineral Filler
Test was verified on 1/8/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.