Summary for Test 2021-10-12-22-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 10/12/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 10/12/2021 |
| Sample type | Preliminary | A brief description of the sample | Soil for Use in Gabion Wall Foundation Embankment |
| The quantity of what the sample constitutes | 1 Bag for use in gabion wall foundation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Lewis |
| Title of sampler | Engineering Geologist | Telephone number of sampler | (530) 225-3516 |
| Laboratory sample identification | D78956 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Not applicable | Transportation Laboratory (TL) Number | 876429 |
| 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-SHA-299-44.3, Fill slope below road at STA 2343 plus 10, depth 0 to 8 inches | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-10-12-22
DIME Test ID: 2021-10-12-22-1
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: 2021-10-21
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: Terry McCormick
Date of test: 10/13/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 266.0 grams | 98 % | |||||
| 491.0 grams | 94 % | |||||
| 395.0 grams | 92 % | |||||
| 1028.0 grams | 83.9 % | |||||
| 946.0 grams | 77 % | |||||
| 2438.0 grams | 59 % | |||||
| 123.6 grams | 44 % | |||||
| 98.5 grams | 32 % | |||||
| 70.9 grams | 24 % | |||||
| 53.0 grams | 17 % | |||||
| 43.4 grams | 12 % | |||||
| 31.3 grams | 8.4 % | |||||
| 69.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔