Summary for Test 2024-12-06-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995203 DEA: 044J5404 EFIS: 0415000365 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-27.0/27.4 |
| Award Date | 01/08/2024 |
| Closeout Date | 10/06/2025 |
| Work Description | INSTALL BARRIER, HOT MIX ASPHALT, AND DRAINAGE PIPE CULVERT. |
| Location Description | ALAMEDA COUNTY IN OAKLAND FROM 0.4 MILE NORTH OF 66TH AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF HIGH STREET SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 10/17/2023) |
Sample Information
| Sample Taken Date | 12/06/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 12/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 Inch HMA-O WM |
| The quantity of what the sample constitutes | 600 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jonathan | Last name of sampler or witnessed by | Lukins |
| Title of sampler | Plant QC | Telephone number of sampler | |
| Laboratory sample identification | HW-120624-SASE | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | De Silva Gates - Sunol | Transportation Laboratory (TL) Number | C689527 |
| 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) | 91-01-0007 |
|---|---|---|---|
| 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 | Before the drier drum mixer. | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | D04-OGFC-23-002 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-12-06-14
DIME Test ID: 2024-12-06-14-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-10
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: Leonardo Mendoza
Date of test: 12/09/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2718.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 92.9 grams | 97 % | |||||
| 575.7 grams | 79 % | |||||
| 1902.7 grams | 30 % | |||||
| 355 grams | ||||||
| 200.9 grams | 13 % | |||||
| 256.5 grams | 8 % | |||||
| 284.4 grams | 6 % | |||||
| 304.2 grams | 4 % | |||||
| 319.9 grams | 3 % | |||||
| 329.6 grams | 2.1 % | |||||
| 329.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔