Summary for Test 2024-11-19-35-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | 01/04/2022 |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 11/19/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/19/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 RHMA-G WMA | The quantity of what the sample constitutes | 6 Bags Of Aggregate Coldfeed |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparan | Title of sampler | QA LabTechnician |
| Telephone number of sampler | 8317060175 | Laboratory sample identification | Rich_24_157 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | |
| Transportation Laboratory (TL) Number | 290-1119-2 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Hwy 80 Gillman ST | |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
|---|---|---|---|
| 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 | Combined coldfeed | |
| 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 | 2 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-11-19-35
DIME Test ID: 2024-11-19-35-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-19
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: Jose Leon Amparan
Date of test: 11/20/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 9046.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 200.0 grams | 98 % | |||||
| 1410.0 grams | 84 % | |||||
| 2498.0 grams | 72 % | |||||
| 5888.0 grams | 35 % | |||||
| 515.3 grams | ||||||
| 241.3 grams | 19 % | |||||
| 346.7 grams | 11 % | |||||
| 411.8 grams | 7 % | |||||
| 452.2 grams | 4 % | |||||
| 473.6 grams | 3 % | |||||
| 485.9 grams | 2 % | |||||
| 495.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2024 ✔