Summary for Test 2023-05-19-25-1
Test performed: CTM 202-November 2011Project 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 | 05/19/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/8' x No 8 | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ignacio |
| Last name of sampler or witnessed by | Arechiga | Title of sampler | QA Technician |
| Telephone number of sampler | 5102077252 | Laboratory sample identification | Rich_23_143 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Right Away Ready Mix Oakland | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 33-0764 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0009 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 Pea Gravel | The fabricator/manufacturer designation for the sample | Batch |
| The plant number | A detailed description of where the material sample was collected | stockpile @plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | DDJ118E3 | Lot number | |
| Sublot number | Aggregate Mix Number | DDJ118E3 |
Test Details
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DIME Sample ID: 2023-05-19-25
DIME Test ID: 2023-05-19-25-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-27
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/22/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 3050 grams | ||||||
| 0.0 grams | 100 % | |||||
| 340.0 grams | 89 % | |||||
| 2445.0 grams | 20 % | |||||
| 3005.0 grams | 1 % | |||||
| 3020.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/27/2023 ✔