Summary for Test 2024-07-16-83-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214639 DEA: 040A7704 EFIS: 0400020155 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.7 |
| Award Date | Not set |
| Closeout Date | 03/18/2025 |
| Work Description | Modify Gilman St IC in Berkeley |
| Location Description | Both sides of I-80/Gilman St intersections |
| QA Service Level | 1 (Verified on 01/24/2020) |
Sample Information
| Sample Taken Date | 07/16/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 07/16/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8 Rock-Elliot sand +Orca Sand |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jose Leon | Last name of sampler or witnessed by | Amparan |
| Title of sampler | Telephone number of sampler | 8317060175 | |
| Laboratory sample identification | Rich_24_088 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | READY MIX-OAK-Kennedy St | 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) | 91-01-0009 |
|---|---|---|---|
| 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 | 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 | DDJ118K3 | Lot number | |
| Sublot number | Aggregate Mix Number | DDJ118K3 |
Test Details
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DIME Sample ID: 2024-07-16-83
DIME Test ID: 2024-07-16-83-2
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: 2024-08-06
Test Results
What size aggregate is being tested?: Fine 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: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/16/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 86 % | ||||||
| 57 % | ||||||
| 34 % | ||||||
| 17 % | ||||||
| 7 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Elliott Sand Gradation
Test was verified on 8/6/2024 ✔