Summary for Test 2023-05-17-63-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12112113-var/var |
| Award Date | 01/12/2023 |
| Closeout Date | 03/11/2024 |
| Work Description | PAVEMENT REPAIR |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/17/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/18/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | QC Plant |
| Last name of sampler or witnessed by | QC Plant | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | Con_23_493 | |
| Linked DIME Sample ID | 2023-05-17-47 | The fabricator/manufacturer/facility name | Granite Bradshaw Plant |
| 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) | 91-34-0060 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA Type A | The fabricator/manufacturer designation for the sample | Drum |
| The plant number | A detailed description of where the material sample was collected | coldfeed | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 1635V |
Test Details
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DIME Sample ID: 2023-05-17-63
DIME Test ID: 2023-05-17-63-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-25
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: Augusto Rios
Date of test: 05/19/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 88 % | ||||||
| 79 % | ||||||
| 49 % | ||||||
| 32 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 4.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2023 ✔