Summary for Test 2024-10-19-3-10
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 | 10/19/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | RPSU |
| The quantity of what the sample constitutes | 10 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | 6193804522 | |
| Laboratory sample identification | 0610-RPSU | Linked DIME Sample ID | 2024-10-19-2 |
| 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 |
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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 220817 CC |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-10-17: HMA Aggregates (Size 3/4"): Type A HMA - Batch Plant - Sieve Analysis With RAP | 5 | 2024-10-19-3-10 |
Test Details
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DIME Sample ID: 2024-10-19-3
DIME Test ID: 2024-10-19-3-10
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: 2024-10-24
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/24/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1532.6 grams | ||||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 49.8 grams | -1.3 % | 95 % | ||||
| 408.7 grams | -5.7 % | 68 % | ||||
| 686.2 grams | -7.7 % | 48 % | ||||
| 888.5 grams | -4.3 % | 38 % | ||||
| 1036.7 grams | -0.3 % | 32 % | ||||
| 1183.9 grams | -4.7 % | 18 % | ||||
| 1300.4 grams | -3.7 % | 11 % | ||||
| 1375.6 grams | -2.1 % | 8.1 % | ||||
| 1380.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2024 ✔