Summary for Test 2023-04-05-38-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994678 DEA: 020J7704 EFIS: 0219000158 |
|---|---|
| DIST-CO-RTE-PM | 02--299-21.6/22.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct turnouts in Trinity County at and near del Loma from 1.8 miles east of Big Mountain Road to 0.6 mile west of Big French Creek Road. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/09/2023) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 04/05/2023 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
| 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 | D79205 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 895803 |
| 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-TRI-299-21.92, Rt shoulder, 0.5-1.5 feet | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-05-38
DIME Test ID: 2023-04-05-38-1
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: 2023-05-09
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/12/2023
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14452 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 768.0 grams | 95 % | |||||
| 363.0 grams | 92 % | |||||
| 638.0 grams | 88 % | |||||
| 580.0 grams | 84 % | |||||
| 1067.0 grams | 76 % | |||||
| 663.0 grams | 72 % | |||||
| 1765.0 grams | 60 % | |||||
| 506.7 grams | ||||||
| 107.0 grams | 47 % | |||||
| 82.0 grams | 38 % | |||||
| 58.0 grams | 31 % | |||||
| 47.0 grams | 25 % | |||||
| 39.0 grams | 21 % | |||||
| 31.0 grams | 17 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2023 ✔