Summary for Test 2023-08-01-52-7
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 08/01/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/01/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1x 4 Pcc Aggregate | The quantity of what the sample constitutes | 3 bags 1x4, Sand |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Gurjeet |
| Last name of sampler or witnessed by | Litt | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Don Chapin - Los Banos Plant | |
| 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) | 91-24-0009 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | G67534ST | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-01-52
DIME Test ID: 2023-08-01-52-7
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-08-04
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: Measured
Tester's full name: Tomas Silva
Date of test: 08/01/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 521 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 62.0 grams | 88 % | |||||
| 192.0 grams | 63 % | |||||
| 324.0 grams | 38 % | |||||
| 448.0 grams | 14 % | |||||
| 506.0 grams | 3 % | |||||
| 513.0 grams | 2 % | |||||
| 520.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2023 ✔