Summary for Test 2023-05-01-33-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994787 DEA: 061F7004 EFIS: 0623000145 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-4/15.5 |
| Award Date | 03/13/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 05/01/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 05/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 312 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Dough | Last name of sampler or witnessed by | Ruff |
| Title of sampler | Consultant Tester | Telephone number of sampler | 5594670032 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Porterville Rock and Recycle PAI | 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) | Unknown |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 22J026 | Lot number | |
| Sublot number | Aggregate Mix Number | 22J026 |
Test Details
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DIME Sample ID: 2023-05-01-33
DIME Test ID: 2023-05-01-33-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-24
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?: No
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 05/02/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 77 % | ||||||
| 69 % | ||||||
| 56 % | ||||||
| 35 % | ||||||
| 22 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F7004_37043_230501_SA_Emergency Maint Pixely-NO-RAP-T027 | 117.44 KB | 05/24/2023 | 2023-05-01-33-1 | Info |
Test was verified on 5/24/2023 ✔