Summary for Test 2024-12-04-65-5
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 12/04/2024 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 12/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Plant Sample |
| The quantity of what the sample constitutes | 4 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovey |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 0611-A | Linked DIME Sample ID | 2024-12-04-66 |
| The fabricator/manufacturer/facility name | Vulcan Caroll Canyon | 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) | 91-37-0035 |
|---|---|---|---|
| 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 | 320819 CC SJR |
Test Details
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DIME Sample ID: 2024-12-04-65
DIME Test ID: 2024-12-04-65-5
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: 2025-01-10
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/08/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1560.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 3.4 grams | 100 % | |||||
| 41.8 grams | 97 % | |||||
| 334.0 grams | 79 % | |||||
| 615.6 grams | 61 % | |||||
| 850.7 grams | 45 % | |||||
| 1031.8 grams | 34 % | |||||
| 1202.8 grams | 23 % | |||||
| 1326.1 grams | 15 % | |||||
| 1399.7 grams | 10.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/10/2025 ✔