Summary for Test 2021-03-24-28-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215757 DEA: 021J5704 EFIS: 0220000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-6.5/7.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Poison Lake Curve Improvement |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 03/24/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/24/2021 | Sample type | Preliminary |
| A brief description of the sample | Silty Sand with Gravel, (SM)g | The quantity of what the sample constitutes | Structural Section Recomendation |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Steiner | Title of sampler | AAME |
| Telephone number of sampler | Laboratory sample identification | D78754 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 824582 | 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 | 02-LAS-44-6.5 at Shoulder Embankment, 6 - 12 inch depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-03-24-28
DIME Test ID: 2021-03-24-28-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-05-17
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Colt Sweeny
Date of test: 03/26/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 546.0 grams | 94 % | |||||
| 453.0 grams | 90 % | |||||
| 700.0 grams | 82.8 % | |||||
| 421.0 grams | 79 % | |||||
| 839.0 grams | 70 % | |||||
| 25.8 grams | 66 % | |||||
| 24.2 grams | 63 % | |||||
| 21.6 grams | 60 % | |||||
| 46.5 grams | 53 % | |||||
| 117.1 grams | 37 % | |||||
| 98.5 grams | 22.5 % | |||||
| 157.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2021 ✔