Summary for Test 2024-10-29-51-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000792 DEA: 022J8704 EFIS: 0221000143 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Deck Replacement |
| Location Description | In Shasta County near Shasta from 0.4 mile west of Whiskey Creek road to 0.1 mile east of lake vista overlook. |
| QA Service Level | 1 (Verified on 01/08/2025) |
Sample Information
| Sample Taken Date | 10/29/2024 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 10/29/2024 |
| Sample type | Preliminary | A brief description of the sample | Sand, Silt, Rock and Soil |
| The quantity of what the sample constitutes | 2 Bags | 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 | ADME | Telephone number of sampler | |
| Laboratory sample identification | D79765 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 00000 |
| 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 | RT Shoulder slope SHA 299 PM 13.85 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-29-51
DIME Test ID: 2024-10-29-51-1
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: 2024-11-13
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: Colt Sweeny
Date of test: 11/12/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15562 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 678.0 grams | 96 % | |||||
| 2219.0 grams | 86 % | |||||
| 3122.0 grams | 80 % | |||||
| 4493.0 grams | 71 % | |||||
| 5248.0 grams | 66 % | |||||
| 7343.0 grams | 53 % | |||||
| 487.5 grams | ||||||
| 95.0 grams | 43 % | |||||
| 169.8 grams | 35 % | |||||
| 234.3 grams | 28 % | |||||
| 288.8 grams | 22 % | |||||
| 333.4 grams | 17 % | |||||
| 366.5 grams | 13 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2024 ✔