Summary for Test 2023-02-21-56-2
Test performed: CTM 229-June 2011Project Information
| Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
| Award Date | 01/03/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
| Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
| Sample Taken Date | 02/21/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 02/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" Aggregate HMA |
| The quantity of what the sample constitutes | 7075 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Consultant Tester NV5 | Telephone number of sampler | 559-289-0420 |
| Laboratory sample identification | L1SL2 | Linked DIME Sample ID | 2023-02-21-51, -53, -54, -55 |
| The fabricator/manufacturer/facility name | Porterville Asphalt | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Tul 245 Kaweah Bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Porterville Rock | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Porterville Asphalt Inc | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | JMF 22-0J-026 | Lot number | 1 |
| Sublot number | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-21-56
DIME Test ID: 2023-02-21-56-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2024-09-12
Test Results
What test(s) are being run?: Coarse durability and fine durability
Input Type: Calculated
Tester's full name: Shoaib Ahmed
Date of test: 02/21/2023
Coarse durability index: 82
Fine durability index: 72
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2804_37043_230221_SA_L1SL2-NO RAPT027 | 116.82 KB | 03/14/2023 | 2023-02-21-56-2 | Info |
Test was verified on 9/12/2024 ✔