Summary for Test 2021-10-07-83-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 10/07/2021 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 10/07/2021 |
| Sample type | Preliminary | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 2 bags for structural section recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Curran |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D78952 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897766 |
| 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-PLU-89-41.0-45ft RT of CL | |
| Where the material sample would have been placed if not sampled | 02 PLU 89 |
Test Details
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DIME Sample ID: 2021-10-07-83
DIME Test ID: 2021-10-07-83-1
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: 2021-11-16
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: 10/19/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 673.0 grams | 94 % | |||||
| 991.0 grams | 85 % | |||||
| 624.0 grams | 80 % | |||||
| 953.0 grams | 71.6 % | |||||
| 556.0 grams | 67 % | |||||
| 1097.0 grams | 57 % | |||||
| 48.2 grams | 51 % | |||||
| 33.6 grams | 47 % | |||||
| 37.0 grams | 43 % | |||||
| 78.5 grams | 34 % | |||||
| 108.1 grams | 21 % | |||||
| 59.0 grams | 14.3 % | |||||
| 122.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2021 ✔