Summary for Test 2024-11-07-57-1
Test performed: AASHTO T27-14Project 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 | 11/07/2024 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | PSU |
| The quantity of what the sample constitutes | 12 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gastelum |
| Title of sampler | Telephone number of sampler | 7605628612 | |
| Laboratory sample identification | 0613-PSU | Linked DIME Sample ID | 2024-11-07-56 |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-12-10: HMA Aggregates (Size 1/2"): Sieve Analysis With RAP | 1 | 2024-11-07-57-1 |
Test Details
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DIME Sample ID: 2024-11-07-57
DIME Test ID: 2024-11-07-57-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-16
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?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 12/16/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4198.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1105.0 grams | 74 % | |||||
| 3649.0 grams | 13 % | |||||
| 4196.0 grams | 0 % | |||||
| 28.3 grams | ||||||
| 3.3 grams | 0 % | |||||
| 3.9 grams | 0 % | |||||
| 4.3 grams | 0 % | |||||
| 4.9 grams | 0 % | |||||
| 6.6 grams | 0 % | |||||
| 8.7 grams | 0 % | |||||
| 9.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2024 ✔