Summary for Test 2020-02-03-10-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
| Award Date | 11/04/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | CHAMPLIN SLOUGH |
| Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 02/03/2020 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/04/2020 |
| Sample type | Preliminary | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | Structural Section Recomendation | 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 | D78326 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 824578 |
| 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 | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-02-03-10
DIME Test ID: 2020-02-03-10-1
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: 2020-02-19
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: Dennis Hickey
Date of test: 02/05/2020
| 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 % | |||||
| 583.0 grams | 95 % | |||||
| 1054.0 grams | 90 % | |||||
| 2080.0 grams | 81 % | |||||
| 2627.0 grams | 76 % | |||||
| 3905.0 grams | 64 % | |||||
| 66.3 grams | 55 % | |||||
| 113.2 grams | 49 % | |||||
| 149.9 grams | 44 % | |||||
| 182.9 grams | 40 % | |||||
| 205.4 grams | 37 % | |||||
| 222.0 grams | 34 % | |||||
| 478.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): End result is correct. Fields are poorly named. It is not clear which values are desired in some fields.
Test was verified on 2/19/2020 ✔