Summary for Test 2024-12-05-49-1
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 | 12/05/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/06/2024 | Sample type | Verification |
| A brief description of the sample | JMFPP Aggregates | The quantity of what the sample constitutes | 7 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | McCovy | Title of sampler | |
| Telephone number of sampler | 6193722435 | Laboratory sample identification | 1203-JMF |
| Linked DIME Sample ID | 2024-12-05-48 | The fabricator/manufacturer/facility name | Vulcan Otay |
| 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) | Not Provided |
|---|---|---|---|
| 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 | Plnat | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 326122 Otay SJR |
Test Details
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DIME Sample ID: 2024-12-05-49
DIME Test ID: 2024-12-05-49-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-19
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?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 12/18/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4177.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 211.0 grams | 95 % | |||||
| 922.0 grams | 78 % | |||||
| 2745.0 grams | 34 % | |||||
| 369.7 grams | ||||||
| 96.8 grams | 25 % | |||||
| 173.4 grams | 18 % | |||||
| 243.6 grams | 12 % | |||||
| 296.2 grams | 7 % | |||||
| 323.9 grams | 4 % | |||||
| 335.1 grams | 3.2 % | |||||
| 335.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2024 ✔