Summary for Test 2024-12-03-60-1
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 | 12/03/2024 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/03/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 RHMA-G WMA | The quantity of what the sample constitutes | 1 Bag of Coldfeed Aggregate |
| 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_162 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | |
| Transportation Laboratory (TL) Number | 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 | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-12-03-60
DIME Test ID: 2024-12-03-60-1
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: 12/04/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8968.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 318.0 grams | 96 % | |||||
| 1406.0 grams | 84 % | |||||
| 2350.0 grams | 74 % | |||||
| 5608.0 grams | 37 % | |||||
| 495.3 grams | ||||||
| 196.8 grams | 22 % | |||||
| 309.9 grams | 14 % | |||||
| 379.2 grams | 9 % | |||||
| 422.0 grams | 5 % | |||||
| 447.7 grams | 4 % | |||||
| 462.8 grams | 2.4 % | |||||
| 465.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2024 ✔