Summary for Test 2022-07-11-16-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Structure Backfill | The quantity of what the sample constitutes | 1126+65 - 1126+70 @ 45' wide |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | TET |
| Telephone number of sampler | 8055409933 | Laboratory sample identification | 37094sbf2 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Structure Backfill | |
| 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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-07-11-16
DIME Test ID: 2022-07-11-16-2
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-07-11
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 07/11/2022
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 17.9 grams | 99 % | |||||
| 78.7 grams | 95 % | |||||
| 36.6 grams | 29 % | |||||
| 78.0 grams | 25 % | |||||
| 127.6 grams | 21 % | |||||
| 226.0 grams | 13 % | |||||
| 322.8 grams | 5 % | |||||
| 376.5 grams | 0 % | |||||
| 382.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2022 ✔