Summary for Test 2023-06-28-52-10
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | 04/08/2025 |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 06/28/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/28/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" HMA-A | The quantity of what the sample constitutes | 12 boxes 3 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Carrera | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2023-06-28-51 | The fabricator/manufacturer/facility name | Martin Marrieta |
| 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) | 91-37-0036 |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-28-52
DIME Test ID: 2023-06-28-52-10
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-09-15
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/14/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1459.7 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 46.2 grams | 0.0 % | 97 % | ||||
| 131.4 grams | 0.0 % | 91 % | ||||
| 452.5 grams | 0.0 % | 69 % | ||||
| 665.6 grams | 0.0 % | 54 % | ||||
| 861.2 grams | 0.0 % | 41 % | ||||
| 1021.7 grams | 0.0 % | 30 % | ||||
| 1182.4 grams | 0.0 % | 19 % | ||||
| 1299.1 grams | 0.0 % | 11 % | ||||
| 1357.5 grams | 0.0 % | 7.0 % | ||||
| 1360.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2023 ✔