Summary for Test 2023-07-09-1-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994753 DEA: 061E8404 EFIS: 0622000104 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 07/09/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Shoulder Backing | The quantity of what the sample constitutes | not provided |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Andy Grewal |
| Last name of sampler or witnessed by | Grewal | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith construction | |
| 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 | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job Site Windrow | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-07-09-1
DIME Test ID: 2023-07-09-1-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-13
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/10/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 7855 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 170.5 grams | 98 % | |||||
| 1375.0 grams | 82 % | |||||
| 2469.0 grams | 69 % | |||||
| 3957.0 grams | 50 % | |||||
| 503.5 grams | ||||||
| 84.0 grams | 42 % | |||||
| 166.0 grams | 34 % | |||||
| 247.0 grams | 25 % | |||||
| 320.0 grams | 18 % | |||||
| 374.0 grams | 13 % | |||||
| 408.0 grams | 9 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E8404_37000_230709 | 28.85 KB | 07/13/2023 | 2023-07-09-1-1 | Info |
Test was verified on 7/13/2023 ✔
