Summary for Test 2023-03-24-19-1
Test performed: AASHTO T27-14Project 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 | Not set |
| 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 | 03/24/2023 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 03/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | HMA 3/4" PG70-10 22-J-026 |
| The quantity of what the sample constitutes | 147 tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Consultant Tester | Telephone number of sampler | 5592890420 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Porterville Asphalt PAI | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Kaweah- Yokohl Bridges Wood Land |
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 | Lot number | 1 | |
| Sublot number | 3 | Aggregate Mix Number | SL3 |
Test Details
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DIME Sample ID: 2023-03-24-19
DIME Test ID: 2023-03-24-19-1
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: 2023-03-29
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: Doug Ruff
Date of test: 03/24/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 74 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.2 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2804_37043_230324_SA_L1SL3-NO-RAP-T027 | 116.83 KB | 03/29/2023 | 2023-03-24-19-1 | Info |
Test was verified on 3/29/2023 ✔