Summary for Test 2023-05-25-28-10
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 | 05/25/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/30/2023 |
| Sample type | Verification | A brief description of the sample | 1/2" Aggregate |
| The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-JMFPP-0105 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Deer Creek Rock & Asphalt | Transportation Laboratory (TL) Number | C750985 |
| 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) | 91-54-0021 |
|---|---|---|---|
| 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 | HMA Plant | |
| 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 |
Test Details
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DIME Sample ID: 2023-05-25-28
DIME Test ID: 2023-05-25-28-10
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-08
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Bang Nguyen
Date of test: 06/08/2023
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2586.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 130.3 grams | 95 % | |||||
| 89.2 grams | 92 % | |||||
| 543.9 grams | 70 % | |||||
| 566.9 grams | ||||||
| 185.7 grams | 47 % | |||||
| 156.0 grams | 28 % | |||||
| 80.4 grams | 18 % | |||||
| 46.6 grams | 12 % | |||||
| 24.2 grams | 9 % | |||||
| 15.8 grams | 7.2 % | |||||
| 2.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2023 ✔