Summary for Test 2024-10-19-3-13
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 | 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 | 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 | 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 | 3 | 2024-10-19-3-13 |
Test Details
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DIME Sample ID: 2024-10-19-3
DIME Test ID: 2024-10-19-3-13
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: 2024-10-24
Test Results
What type of gradation is being tested?: HMA 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: 10/24/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2031.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 110.0 grams | 95 % | |||||
| 1475.0 grams | 27 % | |||||
| 537 grams | ||||||
| 504.5 grams | 2 % | |||||
| 527.9 grams | 0 % | |||||
| 528.3 grams | 0 % | |||||
| 528.8 grams | 0 % | |||||
| 529.3 grams | 0 % | |||||
| 529.7 grams | 0.4 % | |||||
| 529.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 3/8"
Test was verified on 10/24/2024 ✔