Summary for Test 2023-02-15-56-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994513 DEA: 043Y0604 EFIS: 0423000193 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-var/var |
| Award Date | 02/12/2023 |
| Closeout Date | 03/11/2024 |
| Work Description | PAVEMENT REPAIR |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/15/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Rap + 4 Bin 3Bin 2bin 1bin | The quantity of what the sample constitutes | 5 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Not Witness |
| Last name of sampler or witnessed by | Plant Employee | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | Rich_23_045 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bodean - Santa Rosa | |
| 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) | 91-49-0032 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 19mmHMA | The fabricator/manufacturer designation for the sample | Lot 1 SL 2 |
| The plant number | A detailed description of where the material sample was collected | Bin Hopper | |
| 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 | 1 | |
| Sublot number | 2 | Aggregate Mix Number | 700SPW16 |
Test Details
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DIME Sample ID: 2023-02-15-56
DIME Test ID: 2023-02-15-56-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-24
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?: Yes
Input Type: Calculated
Tester's full name: Nick Hall
Date of test: 02/23/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 88 % | ||||||
| 76 % | ||||||
| 42 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 5 % | ||||||
| 2.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): 3/4" HMA SP Type A
Test was verified on 3/24/2023 ✔